Douglas A. Munro Coast Guard Headquarters Boasts One of World’s Largest Green Roofs

The Douglas A. Munro Coast Guard Headquarters Building in Washington, D.C., has more than 550,000 square feet of green roof space. Photos: Owens Corning

Like a 550,000-square-foot sponge, the vegetative roof assembly (VRA) atop the Douglas A. Munro Coast Guard Headquarters Building in Washington, D.C., absorbs rainfall while managing its release into the city’s sewer system. Green roofs are a storm water management “best practice” in the nation’s capital, which boasts more than 3.2 million square feet of green roof space.

Gordon Contractors installed the green roof on the 11-level, 1.2-million-square-foot headquarters, which is also home to several independent field commands including the National Pollution Fund Center and Marine Safety Center. Key performance objectives included complying with D.C.’s stringent storm water regulations, as well as federal Environmental Protection Agency (EPA) rules requiring 95 percent of storm water to be collected onsite.

Beyond complying with local and federal storm water mandates, the project team creating the vegetative roof sought to create a rooftop habitat that supports biodiversity and helps birds and other wildlife thrive. The result of a careful and collaborative approach to moisture management is a high-performing roof that ultimately received LEED Gold certification from the U.S. Green Building Council. Working as a system, the roof’s components help reduce rainwater runoff while helping to reduce pollutant loads and protect natural resources such as the nearby Chesapeake Bay.

Numerous Challenges

As every roofer knows, no two projects are alike. The location of the Douglas A. Munro Coast Guard Headquarters on hilly terrain provided plenty of natural obstacles, including nine of the eleven levels being built into a hillside. The site

Gordon Contractors installed the green roof on the 11-level headquarters. Performance objectives included complying with D.C.’s stringent storm water regulations, as well as federal EPA rules requiring 95 percent of storm water to be collected onsite. Photos: Owens Corning

features a series of stair-stepped green roof terraces that help gradually move water from higher to lower levels and eventually into a pond through elevation changes of 120 feet. According to Steve Gordon, president of Preservation & Protection Systems Inc. (PPSI), the company providing design and installation support with the Owens Corning FOAMULAR extruded polystyrene insulation and Henry 790-11 Hot Rubberized Asphalt used in the VRA, the stair-step design required a complex approach to the roof’s varied elevations. To meet this challenge a complex network of expansion joints by EMSEAL tied together multiple air barriers within the system. Another challenge was the magnitude of the project, spanning more than a half-million feet across multiple levels and 176 acres. Timing was critical, as plants and vegetation required quick delivery and transplanting into their new environment, particularly during D.C.’s sweltering summers. These living materials couldn’t simply be covered with a tarp until better conditions prevailed, but had to be quickly transported, installed and irrigated.

The Douglas A. Munro Coast Guard Headquarters serves 4,000 occupants, so comfort and energy efficiency were important concerns. From the outset of the project, the integrated roofing team was tasked with designing a vegetative roof assembly that would help decrease the building’s heating and cooling energy usage, lower long-term maintenance costs and extend the life of the roof.

A Solution to Achieve Performance Goals

The project team selected a Protected Roof Membrane Assembly (PRMA) to deliver the water management required to meet storm water mandates, as well as deliver energy efficiency through R-value performance and strength to support vegetation requirements. The PRMA places the insulation layer above the waterproofing membrane, a reversal of traditional roof systems. PPSI recommended Owens Corning FOAMULAR 404 and 604 extruded polystyrene (XPS) insulations for use in the PRMA. The water resistance and compressive strength of the XPS insulation provided the integrity needed for long-term roof performance and helped the Douglas A. Munro Coast Guard Headquarters Building ultimately achieve LEED Gold certification.

The Douglas A. Munro Coast Guard Headquarters was built on hilly terrain, and nine of the eleven levels were built into a hillside. The stair-stepped green roof terraces help gradually move water from higher to lower levels and eventually into a pond. Photos: Owens Corning

Given the sheer size of the project, it was inevitable that the roofing team would encounter several scenarios requiring strategic problem-solving throughout the installation. For example, the team adjustedthe engineered soil specification to reduce the loads within the structural tolerances for the roof structure and carefully addressed a range of pH, moisture, organic matter and nutrient levels to support the variety of plants. Not only did such careful attention deliver strength performance, it’s also achieved the objective of attracting wildlife. The terraced landscape has welcomed not only birds and butterflies, but the occasional deer wandering onto a rooftop.

Evaluating Results

Since its completion, the VRA at the Douglas A. Munro Coast Guard Headquarters has attracted widespread attention from landscaping groups, engineering firms and organizations interested in sustainability. These groups are interested not just in the building’s unique design but in its resilience and performance. Steve Gordon of PPSI says the resilience of the headquarters’ roof is reflected in its record of no leaks. “We’ve had no leaks,” Gordon says. “The reason we use hot fluid applied waterproofing on green roofs is because we want to avoid any leaks in the building. At the end of the day, the biggest liability in a roof is water.”

After successfully navigating a range of challenges and opportunities, the U.S. Coast Guard Headquarters’ VRA epitomizes the convergence of aesthetics and performance and is recognizedas one of the largest green roofs in the world.According to the Landscape Performance Foundation, the headquarters’ vegetative roof retains up to 424,000 gallons of rainwater.

In a small way, the performance reflects the integrity of a hero an Act of Congress honored when naming the headquarters, according to Captain Will Smith, Commanding Officer U.S. Coast Guard Base NCR. Captain Smith noted, “The Coast Guard’s only Medal of Honor recipient, Douglas Munro earned the award for his selfless sacrifice as a landing craft pilot at Guadalcanal while evacuating marines from a beachhead under heavy fire from enemy forces.”

TEAM

Architect: WDG, Washington, D.C., www.wdgarch.com
General Contractor: Clark Construction Group, Bethesda, Maryland, www.clarkconstruction.com
Roofing Contractor: Gordon Contractors, Capitol Heights, Maryland, www.gordoncontractors.com
Independent Rep Agency: Preservation & Protection Systems Inc. (PPSI), Laurel, Maryland, www.ppsimd.com

MATERIALS

Insulation: FOAMULAR 404 and 604 extruded polystyrene, Owens Corning, www.owenscorning.com
Waterproofing Membrane: 790-11 Hot Rubberized Asphalt, Henry Company, https://us.henry.com
Expansion Joints: EMSEAL, www.emseal.com
Pavers: Hanover Architectural Products, www.hanoverpavers.com
Sedum Mats: Sempergreen, www.sempergreen.com

The Hatch Memorial Shell Shows Off New Roof at 4th of July Celebration

The Boston Pops perform at The Hatch Memorial Shell on July 4, 2018. Photo: Walter Mulligan Photography

The Boston Pops perform at The Hatch Memorial Shell on July 4, 2018. Photo: Walter Mulligan Photography

In an annual tradition, Boston kicks off its outdoor summer concert series with a nationally televised performance by The Boston Pops Orchestra on the 4thof July while fireworks snap and sparkle. The Pops perform from The Hatch Memorial Shell, an amphitheater shaped like the quarter of an orange that opens to the crowd on the Charles River Esplanade.

The difficulty of waterproofing this curved structure became apparent after the Massachusetts Department of Conservation & Recreation (DCR), owner and manager of the Hatch Shell put out a bid for a new roof around Labor Day in 2017. The specification called for a single-ply EPDM sheet with pre-cast concrete panels set atop pedestals as an aesthetic outer shell.

Folan Waterproofing & Construction Co. Inc. of South Easton, Massachusetts, the general contractor, handled the overall project as well as demolition of an old terrazzo roof and installation of the new pre-cast concrete panels. Executive manager Patrick Folan worked closely with roofing contractor John F. Shea Company of Mattapan, Massachusetts, which was responsible for the waterproofing installation.

Working from cloud point data, lasers marked the position of the 1,476 pedestals that would hold the 3-inch thick concrete panels in place on the curved structure. Photo: Kemper System America Inc.

Shea Company project manager Michael Frank, RRC, reviewed the installation challenges with Folan. The EPDM sheet would need to be cut into multiple slices, and then require full adhesion to the curved roof deck as well as along all the lap seams. The pedestals for the 665 concrete panels also posed an issue since the anchor studs would penetrate the EPDM sheet. There would be nearly 4,500 penetrations on the job for the 1,476 stainless steel pedestals alone. No EPDM manufacturer would warrant the installation.

After the contract was awarded in October 2017, the construction team suggested an alternative inspired by a recent project for a youth center in Cambridge. There Shea Company used the Kemperol 2K-PUR liquid-applied reinforced membrane system to waterproof below a plaza deck topped with pedestals and pavers. The DCR and Boston architectural firm Bargmann Hendrie + Archetype Inc. gave the team a green light to explore further.

“The point we made was that because we are dealing with such an odd shape and with so many penetrations for the studs, it would be much easier to install the Kemperol liquid-applied system,” Frank says. “With the single-ply EPDM sheet, there would be ‘miles’ of field seams and, of course, every time you have a lap joint, you have areas that may be suspect at some point for leaking.”

The team contacted Kemperol manufacturer, Kemper System America Inc. of West Seneca, New York, and detailed specifications for the assembly along with cost estimates were presented to the owner and architect about two weeks later. “Obviously, there was a change in installed cost, but it was almost immediately accepted. So, we needed to completely shift gears, and revise our shop drawings and submittals accordingly,” Frank says. Among other things, the design of the stainless steel pedestals was modified to allow the panels to rest a couple of inches above the new reinforced membrane.

Air hammers were used to remove the aging terrazzo and concrete layer. Photo: Kemper System America Inc.

The surface preparation for the waterproofing started in April 2018, with a late May project completion target. The Folan crew removed the old cast-in-place terrazzo roofing system with air hammers and then peeled back an existing neoprene membrane to expose the structural concrete deck. Before the waterproofing membrane could be applied, Folan completely tented the roof with winter enclosures around the scaffolding, and then added diesel heaters to maintain the temperature above 40 degrees F.

Shea Company worked the job across the top of the structure and down row-by-row. After applying a Kempertec EP primer, crews applied Kemperol 2K-PUR resin with high-nap rollers a section at a time while laying Kemperol reinforcement into the resin from 20-foot rolls. Each roll was pre-cut lengthwise and then rerolled so it could be smoothly laid onto the curved surface. This was closely followed by a topcoat of the resin to fully embed the reinforcement in the resin. The system fully adheres to the deck and creates a monolithic watertight surface.

Securing the Anchors

Each pedestal needed to be precisely positioned and anchored into place through the membrane, so the epoxy anchoring system for the studs was key to the project.

The team from John F. Shea Company waterproofed the concrete roof deck with a Kemperol liquid-applied reinforced membrane system. Photo: Kemper System America Inc.

The team from John F. Shea Company waterproofed the concrete roof deck with a Kemperol liquid-applied reinforced membrane system. Photo: Kemper System America Inc.

After the membrane fully cured, 3-D measurements were taken across the dome with point cloud software to help determine the height difference between the surface of the membrane and the desired finished elevation for the pre-cast panels. The surveying firm that made the measurements returned when it was time to set the pedestals.

“Their surveyors marked out the dome with lasers. They would set a mark, and say, ‘This is your point for four panels, and this is the cavity depth for the finished panel elevation,’” Folan explains. There was also GPR (Ground Penetrating Radar) scanning performed to locate existing reinforcement in the original structural concrete. His firm carefully drilled holes for the threaded studs to avoid the existing reinforcing steel, and the studs were then set in epoxy. Shea Company then applied GreatSeal PE-150 sealant around the pedestals and the heads of the bolts.

“Kemper System provided this detail, and they wanted the epoxy to ooze out of the pre-drilled holes when the anchors were inserted,” he says. “We would then hang the pedestals on the studs, and screw nuts onto the studs to hold the pedestal in place.”

The Folan team needed to wait for an architectural review of the pre-cast concrete panels before they could be installed. They were not all the same, but designed and numbered like puzzle pieces for their location on the shell. The 3-inch thick panels averaged 3 feet by 4 feet, and needed to be lowered by crane since they ranged from about 350 to 550 pounds each.

The studs for the pedestals were epoxied in place through the Kemperol membrane and top-sealed with GreatSeal construction sealant, also from Kemper System. Photo: Kemper System America Inc.

The panels were installed row-by-row starting at the bottom with 3/4-inch open joints between. “The biggest factor at that point was the depth of the cavity. Before we set a pedestal, we needed to know whether it should be shimmed 1/16th, 1/8th or 1/4 inch,” Folan says.

Though the panel fabrication process started late, the team worked six days a week with some 10-hour days to complete the job by a final June 15thdeadline. “As fast as they could get us the pre-cast panels, we were putting them in,” he recalls.

Looking back, Folan says the pedestals would have required much more time to install if the Kemperol system had not been selected, since there were nearly 1,500 of them and each would need to be covered with EPDM. “With the Kemper System detail, we could just keep moving to meet the deadline in time for the big July 4thcelebration.”

TEAM

Architect: Bargmann Hendrie + Archetype Inc., Boston, https://bhplus.com
General Contractor: Folan Waterproofing & Construction Co. Inc., South Easton, Massachusetts, www.folanwaterproofing.com
Roofing Contractor: John F. Shea Company of Mattapan, Massachusetts, www.johnfshea.com

MATERIALS

Liquid-Applied Waterproofing System: Kemperol 2K-PUR liquid-applied reinforced membrane system, Kemper System America Inc., West Seneca, New York, www.kemper-system.com

Recreation Center’s Innovative Roof and Wall Systems Provide Added Durability

Indian River County Intergenerational Recreation Center hosts recreational and competitive sporting events and other community activities. Photos: Borrelli + Partners

Indian River County Intergenerational Recreation Center was designed to be the hub of its community, a venue that hosts recreational and competitive sports and other activities, including educational, social and philanthropic events.

The new $10.4 million facility, branded by the county as the “iG Center” and often referred to as “Big Red,” consists of two adjoining main buildings: the two-story gymnasium and a long, single-story wing that houses various multi-purpose rooms, a concession area, a game room and a catering kitchen.

The site’s location near the oceanfront in Vero Beach, Florida, is susceptible to hurricanes and other extreme weather events, and making sure the complex would stand up to the elements was a key consideration for officials and residents in the county. This concern prompted a focus on the design of the building’s exterior envelope. In the end, a metal roof and metal wall panels were the key to meeting the building’s design goals.

Design Criteria

When county officials spoke with the architects at Borrelli + Partners, they had a strict set of criteria in mind for the building, including the ability to withstand high wind speeds and 100-year rainstorms. “They mandated a sloped roofing system,” notes Dan-Michael Trbovich of Borrelli + Partners. “They wanted a minimum 20-year warranty, and they said they were looking for a ‘50-year roof.’ This affected the roof design and the wall design.”

The new $10.4 million facility was designed to stand up to hurricanes, torrential rains and extreme fluctuations in temperature. Photos: Atlantic Roofing II of Vero Beach Inc.

A key goal of the team at Borrelli + Partners was to specify a watertight metal roof system that would also allow unlimited thermal movement to cope with extreme temperature fluctuations. They found what they were looking for in a standing seam metal roof and wall system manufactured by IMETCO.

The 37-acre site and open park setting also provided the opportunity to explore interesting aesthetic elements. The building would be highly visible, and goals included a dynamic exterior design that would allow the park and the building complement each other. In the end, the decision was made to go with bright red and white metal panels that would stand against the blue sky to create what Trbovich calls an “All-American design.”

In one of many daring design elements, sections of the red roof panels were folded over and brought down to the ground to serve as wall panels. A custom detail was devised to make the transition impervious to water penetration.

“Our criteria included a kneecap—a premanufactured fixture that would be put over the entire thing,” Trbovich says. “IMETCO was the only manufacturer we knew that offered that, and it was absolutely critical in the design.”

Areas in which the panels were turned over included the south-facing wall, which was no coincidence. “We wanted to make sure the south-facing wall didn’t get too much heat, so what you’re essentially doing is creating a vented roof decking system that protects the vertical surface on the south side,” notes Trbovich.

High summer temperatures and afternoon rains in Vero Beach can cause a lot of expansion and contraction, so HVAC and plumbing systems were rerouted to avoid the roof. “There is not a single roof penetration,” Trbovich says. “We wanted to make sure that roof would be able to move and slide. We wanted to make sure there were no contraction points that would hang it up, therefore we went with a design that would not allow roofing penetrations, whether it was a vent pipe, air duct or air-handling unit.”

Detailing was meticulous and consistent throughout, according to Trbovich. Flashing details were all designed to have a 6-inch overlap. “We went to extreme levels of detailing, whether it was in section cuts or in isometric cuts, to make sure that each and every one of those flashing details had that same 6-inch overlap. We required those be uniform across the facility on all corners, so that we essentially matched rake, eave jamb and corner flashing details.”

Installation Challenges

To ensure the details were correctly installed in the field, the architect and manufacturer worked closely during construction with the general contractor, KAST Construction, and the installer, Atlantic Roofing II of Vero Beach Inc.

The building’s exterior envelope features a metal roof system and metal wall panels manufactured by IMETCO. Photos: Borrelli + Partners

Atlantic Roofing IIapplied the standing seam roof system and metal wall panels, as well as a small single-ply roof on a flat section near the entryway. IMETCO Series 300 panels in Cardinal Red were installed on both the roof and walls, while white IMETCO Latitude panels were also installed on the walls.

The metal roof system was installed over the structure’s metal deck. It included 3 inches of polyiso insulation, 5/8-inch DensDeck and Aqua-Block 50 peel and stick, high-temperature underlayment.

The absence of penetrations simplified the metal roof installation, notes Steven Cottrell, project manager and chief estimator for Atlantic Roofing II. “The panels were rolled right on the site, and the longest ones up there are 168 feet long,” he says.

The roll former was stationed on the ground, and panels were lifted to the roof with a special cradle. “IMETCO brought out the metal and provided the machinery to roll them out, and the panels were placed onto giant spacer bars and loaded onto the roof,” Cottrell explains. “It was a bit of a challenge. We had 20 men up on the roof unloading them.”

The flat roof sections connecting the two buildings and the entryway were covered with a Seaman FiberTite KEE membrane, which was fully adhered over 3 inches of polyiso, tapered insulation and 5/8-inch DensDeck.

The roof system features a large internal gutter, which was lined with the same FiberTite roof system. Metal panels drop into the gutter and pick up on the other side, so it was crucial to ensure the area would be watertight and the panels would line up perfectly. “We worked closely with the architect and manufacturer on that,” notes Cottrell. “We used their eave detail and high eave detail, and it worked very well.”

Elegant Solutions

According to Cottrell, the roof and wall installations went smoothly and the roof is performing well — despite a hurricane and a 100-year rainstorm. “We’ve had no leaks, zero callbacks,” he says.

Photos: Borrelli + Partners

As the building was completed, Borrelli + Partners worked with the county to design the landscaping around the structure. “Our architects and interior designers work very closely with the landscape crew,” Trbovich notes. “We’re concerned about the physical space — external, internal, architectural and throughout. It’s a real holistic design approach, and you don’t see that with most architectural firms.”

The result is a project that Cottrell and Trbovich point to with pride. “It’s a unique structure,” says Cottrell. “It was a challenging project, but we rose to the challenge and banged it out. It’s like a little star for us on the fridge, if you know what I mean.”

For Trbovich, what stands out the most is the marriage of form and function in the many details. “While the building looks interesting with the awning and the striking form of the red standing seam roof, what’s crucially important is all the things we just talked about that are embedded in that design — the solutions themselves.”

TEAM

Architect: Borrelli + Partners, Orlando, Florida, www.borrelliarchitects.com
General Contractor: KAST Construction, West Palm Beach, Florida, www.kastbuild.com
Roof System and Wall System Installer: Atlantic Roofing II of Vero Beach Inc., Vero Beach, Florida, www.atlanticroofing2.com

MATERIALS

Metal Roof Panels: Series 300 in Cardinal Red, IMETCO, www.imetco.com
Metal Wall Panels: Series 300 in Cardinal Red and Latitude in White, IMETCO
Underlayment: Aqua-Block 50, IMETCO
Cover Board: 5/8-inch DensDeck Prime, Georgia-Pacific, www.densdeck.com
Single-Ply Membrane: 50-mil FiberTite XT KEE, Seaman Corporation, www.fibertite.com

Curved and Tapered Zinc Panels Highlight Canadian Subway Entrance Pavilion

The Vaughan Metropolitan Centre Subway Station is one of six new subway facilities near Toronto. Photos: Rheinzink

The new Vaughan Metropolitan Centre Subway Stationis truly an artistic jewel on Toronto Transit Commission’s (TTC) Spadina Subway Extension. One of six new facilities on the route, the station offers intermodal transit services and rapid subway connection to downtown Toronto.

The curvilinear design of the main entrance pavilion creates a futuristic appearance for the structure. The design offers a column-free interior environment with high ceilings and bright open spaces that allow daylight to penetrate deeply into the station.

Highlighting the exterior design is a standing seam roof that brings the structure to life. Approximately 12,000 square feet of Rheinzink Classic bright rolledpanels clad the curved roof of the impressive building. The roof offers high solar reflectance and combines with significant sustainable initiatives throughout the project. The station exceeds Canada’s National Energy Code requirements for energy performance by 40 percent and meets sustainability standards comparable to those required for LEED Silver certification.

Approximately 12,000 square feet of zinc panels clad the curved roof of the station, which exceeds Canada’s National Energy Code requirements for energy performance by 40 percent. Photos: Rheinzink

More than 1,000 uniquely tapered panels were fabricated by Rheinzink distributor Agway Metals Inc. at its facility in Exeter, Ontario. “No two panels are alike,” says Paul MacGregor, estimator. “Each panel had an individual taper and length. We fabricated the panels using our CNC turret, which was key to achieving the exact taper for each panel right down to the millimeter.”

Providing precise panel specifications to Agway Metals was the installer, Bothwell-Accurate, of Mississauga, Ontario. It was a demanding process, according to Trevor McGrath, Bothwell’s estimating manager for cladding. “We used a 3-D scanner on the roof structure and then utilized Radius TrackCorporation to design the curved framing system that went on top of the roof structure,” McGrath notes. “The Rheinzink panels were thenapplied on that. Radius Track confirmed the skin model of the 3-D structure for us and then computer-flattened it so that we could begin doing sheet design and layout. The flattened model gave us critical dimensions regarding panel lengths and widths.”

The panels were curved on site by Bothwell-Accurate using Agway’s Schlebach machine. “We did a sheet stagger at the beginning of the installation with the two panel lengths, which then allowed us to stagger all of the joints which is recommended,” McGrath says.

Bothwell-Accurate has considerable experience in installing zinc.“We’re very familiar with how to form and work with the natural metal,” McGrath states. “The architects wanted an ‘old school’ appearance with hammered seams and the manner in which the flashings and counter-flashings were done. There was a painstaking amount of detailing done around the 46 skylights in the roof. Each one required custom attention. We had productions crews on the job getting the panels down and then finishing crews crafting the detail work.”

The curvilinear design of the main entrance is capped with a standing seam roof comprised of zinc panels from Rheinzink. Photos: Rheinzink

Design for the station was a collaboration of Grimshaw Architectsand Adamson Associates Architectsin conjunction with ARUP Canada.

Goals of the Vaughan Metropolitan Centre included encouraging greater use of public transportation, facilitating efficient transfers between modes of transportation, as well as creating an interesting aesthetic experience. The domed entrance pavilion integrates a mirrored ceiling art installation by Paul Raff Studio designed tocapture the drama of moving passengers and changing light conditions.

Juan Porral, partner at Grimshaw Architects, summed it up this way: “We are always looking for opportunity to create high-quality places with real character. By elevating a functional building to something artful and full of life that people will remember and enjoy, we can have a greater impact on urban space and user experience.”

Prompt Response to Damage and a New Roof Help Restore Phoenix Library

The new roof atop the Burton Barr Library features a fully adhered Sarnafil PVC membrane. Photos: Star Roofing Inc.

At 6 p.m. on Saturday, July 15, a microburst over the roof of Burton Barr Library in Phoenix, Arizona, was strong enough to lift the membrane and the pavers meant to protect the structure during such extreme weather conditions. The structure, including the roof, is designed to remain mechanically stable and adapt as the stress on the building increases, but the severe wind event ultimately led to a broken sprinkler system.

The sprinkler system was installed under the roof system on the topside of the metal deck. Water rained down from the fifth floor and spread throughout the building. Upon initial evaluation, it was believed that approximately 50 percent of the building had water damage. At one point there were several inches of standing water on the first floor.

The structure and roof deck were determined to be sound. The immediate goals included temporarily protecting the roof area from any further rain, as the weatherproof membrane had been disturbed, and drying out the moisture inside the building.

Star Roofing Emergency Services was called by Brycon Construction Company, and a crew of Star roofers spent the weekend preforming roof repairs to get the roof in the dry and mitigate further interior damage.

Installing the New Roof

Star Roofing’s estimating and operations departments worked with Brycon Construction and the city of Phoenix to put together re-roof specification and budget pricing to install a new roof.

After it was damaged during a high-wind event, the existing roof system, including loose-laid membrane, insulation and interlocking pavers, was removed and recycled. Photos: Star Roofing Inc.

The existing roof system consisted of loose-laid EPDM over two layers of 4-inch polyiso insulation over a steel deck. Ballast consisted of 1 1/2-inch-thick interlocking pavers. Complete removal of the existing system was required. In all, 23 semi loads of insulation, 6 1/2 tons of membrane and 255 tons of concrete pavers were removed. Star Roofing recycled 100 percent of the pavers at Cemex USA in Phoenix, where the company grinds pavers and uses the material in making concrete. The EPDM and the roof insulation were also recycled through Nationwide Foam Recycling.

Access and the roof height provided challenges, especially in the roof removal process. The 34,000 pavers, each weighing 15 pounds, were placed in small trash bins. Pavers were removed 45 at a time, as this was the maximum weight per bin that Star’s crane could handle with the jib extended at the angle required to reach the building.

Safety is always the paramount concern, according to Jeff Klein, vice president of Star Roofing. “Challenges included exposed edges on the north and south roof deck and the removal of the ballast pavers with our crane due to the weight of the pavers themselves,” he notes. “To overcome these concerns, we limited the number of pavers removed at a time so as not to overstress the crane, and we made use of mobile fall protection carts and permanent safety tie-off davits.”

Additional work was required due to the replacement of the damaged sprinkler system. The sprinkler was installed above the roof deck and buried under the roofing system. Because of possible litigation, the sprinkler system piping had to be marked, disassembled and lowered to the ground. The system was then reassembled in the parking lot for inspection by the city of Phoenix and their consultants.

The new roof specified was a fully adhered Sarnafil PVC system. Crews from Star Roofing installed 5/8-inch DensDeck cover board, which was mechanically fastened with gray screws to match the underside of the exposed metal deck. Screws had to be kept in straight lines because of their visibility. A self-adhered vapor barrier was installed over the cover board. It was topped with one layer of 3-inch polyiso and two layers of 2 1/2-inch polyiso, all set in adhesive.

Photos: Star Roofing Inc.

A special installation method was required at the perimeter to protect against another high wind occurrence. Four layers of 5/8-inch DensDeck and two layers of 2 1/2-inch polyiso insulation, all secured with adhesive, were installed 18 feet in from of the roof edge.

The entire 43,000-square-foot roof area then received a Sarnafil 72 mil Fleeceback PVC membrane that was fully adhered. The system carries a 25-year warranty.

The project progressed smoothly, notes Klein. “That’s what we do every day — working collaboratively with many stakeholders to problem solve and design a system that meets the needs of the building, doing the job in a timely manner, and minimizing disturbance to daily business and other major construction underway.”

TEAM

General Contractor: Brycon Construction, Chandler, Arizona, www.brycon.com
Roofing Contractor: Star Roofing Inc., Phoenix, Arizona, http://starroofingaz.com

MATERIALS

Membrane: 72-mil Fleeceback PVC, Sika Sarnafil, https://usa.sarnafil.sika.com
Cover Board: DensDeck, Georgia-Pacific, www.densdeck.com

Insulated Metal Panels Lend New Rec Center Weather and Fire Performance

Photos: Metl-Span

The new Lander County Recreation Center, also known as “BM Rec” to area residents, provides a daily splash of energy and enthusiasm to the quiet mining community of Battle Mountain, Nevada. Featuring bold, ribbed insulated metal panels, single-skin rainscreen panels and a standing seam roofing system, the project showcases a comprehensive metal building envelope and the best in performance and aesthetics offered by NCI Building Systems Inc.

Designed by VanWoert Bigotti Architects, the Lander County Recreation Center strikes the perfect balance between industrial and commercial architecture. The project pairs a steel frame system by Star Building Systems with more than 50,000 square feet of metal panels by Metl-Span and MBCI.

Metl-Span insulated metal panels make up the bulk of the project’s high-performance metal exterior, providing thermal and moisture performance in a single, easy-to-install component. Designers blended 16,997 square feet of the ribbed 7.2 Insul-Rib profile with 4,595 square feet of lightly-corrugated CF Mesa panels for dramatic wall relief. Specified in both Charcoal Gray and Igloo White, the insulated metal panels provide exceptional aesthetic versatility.

While the 3-inch insulated metal panels boast an exceptional R-value of 23.58, the project team was equally impressed with the product’s unique, single-component construction. The ease of installation creates a weathertight building envelope after just one pass, creating efficiencies throughout the construction process.

Lander County Recreation Center showcases a comprehensive metal building envelope, with bold, ribbed insulated metal panels, single-skin rainscreen panels and a standing seam roof system. Photos: Metl-Span

The insulated metal panel system was installed without a hitch, according to Larry Rogers, owner of G&S Construction. As first-time Metl-Span IMP installers, Rogers and his team of builders underwent training at the nearby Metl-Span West manufacturing facility in Las Vegas.

“Everything went up smoothly,” Rogers says. “I’ve heard nothing but positive reactions from the architect and the building owners.”

Designers accented the ribbed insulated metal panels in Charcoal Gray with a custom green single-skin metal panel from MBCI that provides aesthetic harmony with interior design and signage elements. The bold green exterior also serves as the project’s aesthetic focal point, drawing attention to the street-facing entrance.

“The lime green panels really strike the eye,” notes Associate Project Manager Charlie Grundy, VanWoert Bigotti Architects. “We wanted to inject some personality and energy to the project, and I think it was a big success.”

The project also incorporates fire-rated insulated metal panels, featured solely on a storage facility on the eastern side of the building’s perimeter. While not part of the initial design, Lander County Recreation Center representatives requested additional storage space to meet the needs of its growing suite of programs and activities. Measuring approximately 600 square feet, the new addition “called for a firewall because of its proximity to a nearby school to meet codes,” Rogers said.

The team from VanWoert Bigotti did not hesitate to specify Metl-Span ThermalSafe panels. “The fire-rated panels were required at the common area between the Battle Mountain Junior High School gymnasium building and the storage building,” says Armando Velazquez, building service representative with Star Building Systems.

The building was crowned with a standing seam roof comprised of 22,853 square feet of 24-gauge CFR insulated metal standing seam roof panels. The roof panels are exposed on the interior. Photos: Metl-Span

ThermalSafe mineral wool panels combine exceptional fire-resistance with the thermal and moisture performance that can be expected from Metl-Span insulated metal panels. The product’s unique LockGuard interlocking side joint further enhances the fire-resistant performance of the panel with its tongue-and-groove engagement of the mineral wool core. The fire-rated panel also offers excellent structural characteristics and span capability.

The Lander County Recreation Center incorporates 972 square feet of 24-gauge, 4-inch ThermalSafe insulated metal panels with a Light Mesa profile and matching Charcoal Gray hue.

To complete the all-metal building envelope, VanWoert Bigotti Architects specified 22,853 square feet of 24-gauge CFR insulated metal standing seam roof panels. Featuring 2-inch standing seams with the lightly-corrugated Mesa profile, the CFR panels are exposed on the interior for smooth sightlines and a modern aesthetic appearance.

The product combines durable exterior and interior faces of Galvalume steel with Metl-Span’s unmatched polyurethane insulating core. Factory-cut panel ends and factory notching eliminate field work and erection costs, while weathertight vertical side seaming leads to additional installation efficiencies.

Battle Mountain residents celebrated the grand opening of the new Lander County Recreation Center with two days of free admission in July 2017.

TEAM

Architect: VanWoert Bigotti Architects, Reno, Nevada, www.vwbarchitects.com
General Contractor: Core Construction, Reno, Nevada, www.coreconstruction.com
IMP Installer: G&S Construction, Battle Mountain, Nevada,

MATERIALS

Insulated Metal Panels: Insul-Rib and CF Mesa panels, Metl-Span, www.metlspan.com
Roof Panels: 24-gauge Mesa CFR insulated metal standing seam roof panels, Metl-Span
Metal Accent Panels: Custom green metal panels, MBCI, www.mbci.com

Expert Crew Is Called in for Copper Roof Restoration Project

The dome on the Bradford County Courthouse was restored with copper panels during the first phase of a $3 million renovation project. Photos: Charles F. Evans Roofing Company Inc.

The octagonal dome atop the Bradford County Courthouse has been a fixture on the Towanda, Pennsylvania, skyline for more than 120 years. It now shines brightly after being restored with copper panels as part of a $3 million renovation project.

Built in the Classical and Renaissance revival styles in 1898, the four-story courthouse was placed on the National Registry of Historic Places in 1987. The dome’s original roof tiles were recently replaced as part of the project, which also included the complete restoration of the structure’s main roof.

The Charles F. Evans Company Inc., the union division of Evans Roofing Company Inc., headquartered in Elmira, New York, has a long history of successfully tackling projects with historical significance. C&D Waterproofing Corp., the general contractor on the project, reached out to the firm for support assessing the roofing portion of the project. The two companies teamed up on the project, with C&D Waterproofing handling the masonry restoration work and Charles F. Evans Company installing the roof systems.

The roofing work consisted of two phases. Phase One, which began in April of 2016, involved replacing the deteriorated terracotta tiles on the dome with soldered flat seam copper panels. Phase Two, which began in April of 2017, involved installing batten seam copper roofing on main structure and new copper flashings, gutters and downspouts.

Safety First

Construction Manager Bill Burge of Charles F. Evans Company was thrilled to be part of this historic project. Before

Originally completed in 1898, the courthouse was placed on the National Registry of Historic Places in 1987. The building’s main roof was removed and replaced with a copper batten seam roof after work on the dome was completed. Photos: Charles F. Evans Roofing Company Inc.

concentrating on the installation details, he knew the company would focus on the top priority. “Safety is number one,” says Burge. “Safety comes before profits. Safety comes before everything. We always want to make sure we have the right safety plan going into the job, and throughout the job, we are maintaining that plan and working that plan. We want our guys to go home to their families at the end of the day, so that’s key for us.”

Burge worked as a union carpenter for 10 years before joining the company more than seven years ago. He found he had an affinity for sheet metal work. “The craftsmanship and quality goes hand in hand with carpentry,” Burge says. “Everything starts with the carpentry. You have to have your base perfect; otherwise, everything from there on out doesn’t work. Sheet metal is a finished product, typically, especially in our business, so things have to be done right. Things have to be done to the highest standard of quality, because that’s what people see.”

The dome was designed to be a showpiece, and Field Superintendent Brian Babcock and his crew of qualified union sheet metal mechanics knew they would be held to an exacting standard. “The key to this project and every project is our talented mechanics in the field,” Burge says. “Charles F. Evans Company is nothing without this talent—they deserve all of the credit.”

Around the Dome

Phase One began with the removal of the tiles on the dome. “The ceramic tile was laid over open steel purlins,” Burge notes.

Charles F. Evans Roofing Company handled the roofing portion of the project, while C&D Waterproofing Corp. served as the general contractor and performed masonry restoration work. Photos: Charles F. Evans Roofing Company Inc.

“There was open framing with quarter-inch steel angle for the purlins, and each piece if tile was wired on. The removal process was fairly simple. You could actually lift up the bottom of the tile and snap it off.”

The removal work had to be done in sections and dried in every night. “One of the hardest things about this process was we had to install two layers of half-inch plywood over the steel purlins and anchor those down,” says Burge.

The plywood was attached to vertical two-by-fours, which were screwed into the purlins. The plywood was covered with one layer of Warrior 30-pound felt paper, Meadows Red Rosin Paper, and Grace Ultra High Temp underlayment in gutter areas.

The built-in gutter at the base of the dome was torn out and re-framed. The new gutter was wider and deeper according to the recommendation of Levine & Company Inc., the architect on the project. “We did everything to specification as Levine & Company drew it,” says Burge.

Once the cladding was completed on the gutter, the copper panels of the dome were installed. The 20-inch panels were made of 20-ounce, cold rolled copper, supplied by Revere Copper Products. Both the panels and cladding were fabricated in Charles F. Evans Company’s fabrication shop. The copper panels clip to each other and have a hem on four sides that clips

Custom flashing pieces were fabricated and installed where the copper roof panels met the base of the dome. Photos: Charles F. Evans Roofing Company Inc.

to the adjacent panel fastened to the deck. At the top of each panel, a hook clips off to the plywood, and the hook is covered by the panel directly above it.

Burge points out that the octagonal structure of the dome helped speed up the installation of the copper panels. “There are eight hips on the dome,” he notes. “Every section of the dome is like a piece of pie, basically, so we were able to start the panels in various locations. We didn’t have to start at one end and go around the dome. We could move around.”

Repairing the statue on the top of the dome was also part of the scope of work. “We soldered copper patches on any damage the statue had,” Burge says. “C&D Waterproofing completely cleaned and buffed the statue and applied a copper coating.”

Across the Roof

After the work on the dome was completed, work began on the main roof. The existing roof was removed down to the existing steel deck. The lower roof also had a built-in, copper-clad gutter that had to be removed and reconstructed. After

Scaffolding systems were constructed for both phases of the project. Shown here is part of the system installed around the lower roof, which featured planks and guardrails at the eave and rake edges. Photos: Charles F. Evans Roofing Company Inc.

the gutter was completed, work on the main roof began. “After we completely cleaned the metal decking, we had to install a layer of Grace Ultra High Temp underlayment,” Burge recalls. “We then installed two-by-four wood sleepers, 2 feet on center.”

Crews installed 1.5 inches of polyiso insulation between the two-by-fours, followed by another 1.5-inch layer of polyiso. Pieces of 5/8-inch plywood were then screwed down to the sleepers. The plywood received 30-pound felt, and the battens were installed 20 inches on center. The seams were completed using a custom-designed mechanical seamer manufactured by Roll Former Corp.

Installation of the 12,000 square feet of copper panels went smoothly, but where panels met the dome, details were tricky. “Everything is pitched, and the dome has eight different sections sitting right in the center of the structure,” Burge explains. “A lot of time and energy went into fabricating and installing custom flashing pieces at the base of the dome.”

The Safety Plan

A scaffolding system was the key to the safety plan for both phases of the project. “For Phase One, we had to remove a portion of the roofing system and put down some plywood on top of the existing roofing in order to build a scaffold to access the dome,” Burge says.

This photo shows the main roof before restoration work began. Photos: Charles F. Evans Roofing Company Inc.

Scaffolding was constructed to the eave edge of the copper dome, allowing the gutter to be removed. Ladders were used to access the dome and personal fall arrest systems were attached into HitchClips from Safety Anchor Fall Equipment, LLC, which served as individual anchor points. “We continued that process as we went up, using ladder jacks,” says Burge. “We continued with that plan, and never deviated.”

After Phase One was completed, the scaffolding was removed, and another scaffolding system was installed around the entire lower roof. Phase Two required planks and pre-engineered guardrails at the eave and rake edges. “Part of process of installing this roof included installing new safety anchors at various locations, and as we finished up, we were able to use those anchors as tie-off points,” Burge points out.

Phase Two is scheduled for completion in early November, and Burge has high praise for everyone involved with the project. “Levine & Co. Inc. is the architecture firm on the project,” he says. “We didn’t deter from any details developed. They drove this thing. We have worked with them on a great many projects in the past, and we have a great comfort level with them.”

Copper panels, cladding and details were fabricated in Charles F. Evans Company’s metal shop. Photos: Charles F. Evans Roofing Company Inc.

The masonry and roofing work had to be well coordinated. “C&D Masonry & Waterproofing progressed ahead of us with items that we needed to be done, and then came back behind us to mortar all of the counter flashings back into the dome,” Burge says. “They were right there with us every step of the way.”

Finding the right combination of workers for this project was crucial, according to Burge. “We had one of our best crews on this project for a reason,” he says. “This project was led by Brian Babcock of Sheet Metal Local 112, and he was essential in putting this whole thing together. He’s been with Charles F. Evans Company for 20 years, and his leadership and focus is the reason this project is going to be successful.”

Ornate sheet metal work is rare these days, but the art is not lost at Charles F. Evans Company. “We’ve been doing this work for 60-plus years,” Burge says. “This knowledge and this workmanship has been handed down generation after generation. We wouldn’t have taken on this project if we didn’t have the confidence in our employees that we do.”

Historic restoration projects are becoming an increasingly bigger chunk of the company’s portfolio, notes Burge. “We do a lot of work with older universities and businesses that have these types of buildings,” he says. “A lot of buildings need this type of work, and it’s a trade not everyone else has. This is a craft that takes years to master. We harness that, we build from within, and we bring in young guys and teach them how to do it the right way. We have a great mix of people ages 23 up to 60, and it’s learned, it’s taught, and it’s preached.”

Burge is hopeful the new roof will last at least as long as its predecessor. “This is the one thing that makes Charles F. Evans Company special to me: the fact that what we do from an architectural sheet metal standpoint, from a slate, copper, tile roof standpoint—these roofs will last 100, 150 years, and it is artwork,” he says. “The fact that you’re a part of something that’s been around since the turn of the last century—to me it doesn’t get any better than that.”

TEAM

Architect: Levine & Company Inc., Ardmore, Pennsylvania, Levineco.net
Construction Manager: C&D Waterproofing Corp., Bloomsburg, Pennsylvania, CDwaterproofingcorp.com
Roofing Contractor: Charles F. Evans Roofing Co. Inc., Elmira, New York, Evans-roofing.com

MATERIALS

Copper Supplier: Revere Copper Products, Reverecopper.com
Synthetic Underlayment: Grace Ultra High Temp, GCP Applied Technologies, GCPat.com
Mechanical Seamer: Roll Former Corp., Rollformercorp.com
Anchor Points: HitchClip, Safety Anchor Fall Equipment, LLC, Hitchclip.com

Restoring the Saskatchewan Legislative Dome Is a Labor of Love

The Saskatchewan Legislative Building in Regina was originally completed in 1912. The structure had undergone deterioration due to poor drainage around the dome, and a restoration project was initiated to repair the masonry and restore the copper dome. Photos: Ministry of Central Services, Government of Saskatchewan

“At the end of the day, why do we go to cities?” asks Philip Hoad. “We go to cities to look at their beautiful old buildings. We don’t generally go to look at their skyscrapers. It’s the old building that gets our minds and hearts working. When you go to a city and look at these old buildings intermingled with new buildings—that’s what gives a city life.”

Hoad is with Empire Restoration Inc., headquartered in Scarborough, Ontario, Canada. He’s been restoring historic buildings for some 30 years, and when he found out about the project to renovate the dome on the Saskatchewan Legislative Building, he knew it was a once-in-a-lifetime opportunity. “The architect put out a pre-qualification across Canada, and four firms were successful. We were one of them,” he remembers. “Then we ended up securing the tender bid. I’ll never forget it because I did the tender estimate just after a hernia operation in my dressing gown. It was really a project I won’t forget.”

The building was originally constructed in Regina, Saskatchewan, between 1908 and 1912, and it serves as the seat of government for the province and houses the legislative assembly. Designed by architects Edward and William Sutherland Maxwell of Montreal in a mix of English Renaissance and French Beaux-Arts styles, the building features ornate stone elements and unique decorative copper finishes that accent its iconic copper-clad dome. It is designated as a National Historic Site of Canada and a Provincial Heritage Property, and is subject to strict regulations regarding materials and methods of repair.

Work on the dome was carried out in a fully enclosed and heated temporary structure that allowed crews to continue throughout the winter months. Photos: Ministry of Central Services, Government of Saskatchewan

The structure has undergone some restoration work over the past 100 years, but in 2013, planning began for a conservation project designed to repair and restore the tower. The reasons for the project were twofold, according to Hoad. “First of all, the copper panels were blowing off, and somebody had re-secured them with face screws back in the ’60s or ’70s. But more importantly, the water was coming off the dome and damaging the stone below it. The dome was originally never designed with gutters, and then they later put gutters on, and these failed. So those were the two things that drove the project in the first place.”

Hoad knew the project would be challenging, but it he was confident that his company had the experience and passion to handle it. “These projects come along, for most of us, once in a lifetime,” he notes. “It’s the scale and the detail and the level of commitment that you need to restore an old building that sets us apart from, say, new construction. It’s not cookie-cutter. Everything is different, and you never know what you’re getting into—although with our experience, we’ve done so many old buildings we sort of know what we’re going to run into. All of the people who work for us love to work on these old buildings. It’s very satisfying at the end of it.”

The goals of the project were perfectly aligned with Hoad’s business philosophy. “When I start with an old building, I don’t want to change it,” he says. “It might look a little newer, but I want it to be the same as when we found it. I don’t want it to stand out as a brand-new building. We just want it to last another 100 years and to know that we’ve helped preserve it for future generations.”

The ornamental copper elements were restored and reset over the new copper panels. Photos: Ministry of Central Services, Government of Saskatchewan

Repairing the Substructure

Work on the dome was more complicated than initially thought. During the pre-construction condition survey and assessment, additional problems were discovered by the conservation architect, Spencer R. Higgins of Toronto. “Once the architect had done all his work and surveyed the building, they also realized the original woodwork was not quite up to snuff,” Hoad explains. “Basically, much of the original wood framing was made up of old pallets. It was quite remarkable. So structurally, we had to re-frame the hips, which we call the ribs. We completely removed the old pallet framing and re-framed it. We also tried to straighten the slight twist in dome, but it wasn’t easy to do since it was a poured concrete structure underneath.”

New ribs were constructed out of Douglas fir plywood using a CNC machine from 3-D architectural drawings to create templates. It was also necessary to remove and replace approximately 40 percent of deteriorated wood deck on the concrete dome, with both the interior and exterior surfaces of the concrete being repaired by the general contractor on the project, PCL Construction Management of Regina. “Re-framing the ribs was quite a challenge,” notes Hoad. “Once the concrete deck was repaired, we screwed new Douglas fir roof boards into the repaired concrete dome, added an air vapor barrier, Roxul insulation, wood nailers and an additional layer of Douglas fir roof boards, with housewrap and asphalt saturated roofing felt as the underlayment system for all the new copper roofing and cladding that would follow.”

Internally drained stainless-steel gutters were installed at the base of the dome. The gutters were lined with sheet lead. Photos: Ministry of Central Services, Government of Saskatchewan

After the masonry restoration was completed by RJW-Gem Campbell Stonemasons of Ottawa, Empire Restoration installed new gutters at the base of the dome. According to the architect’s design, heavy stainless-steel plate gutters were formed and then lined with sheet lead. Projecting stone cornice ledges were also covered in sheet lead.

Restoring the Copper Dome

The existing 16-ounce copper panels were all removed, and they were replaced with new 20-ounce panels recreated to match the original sizes and profiles. More than 20,000 square feet of copper panels were custom fabricated and installed. Great care was taken to carefully remove and restore decorative elements, including the copper garlands.

Decorative elements that could be saved were installed on new brass armatures. The dome is topped by a cupola and lantern, which were carefully restored. “The mantel on the very top, we didn’t strip that off,” Hoad notes. “We just replaced and repaired selective components, so that’s why you have a mix of old and new.”

Logistics at the job site were well coordinated. “Access was quite remarkable because PCL had erected a steel frame onto which we erected scaffolding, so the dome was right there in front of us,” Hoad notes.

Cornice sections were restored, and extensive sheet lead flashings were installed over stone cornices and ledges. Photos: Ministry of Central Services, Government of Saskatchewan

When working on the dome itself, crew members had to be tied off with personal fall arrest systems, as it was possible to slip through gaps between the scaffold decks and the dome roof surface. Weather was not an issue, as the steel frame structure was totally enclosed with a heavy-duty insulated tarp system. “We had our own ventilation system, we had a heating system, we had electricity up there, we had pneumatic power—we basically had everything up there. PCL had it well set up for the various trades. There was a large crane on site to hoist all our materials up.”

Hoad cites the sheer size of the project as one of his greatest concerns. “The biggest challenge was just the scale of the project, being able to produce the amount of work necessary and get the job done in the prescribed time,” he says. “It was a lot of the same thing, albeit with some very complicated detailing. We had multiple skill sets on the site dealing with multiple materials and details.”

The project has won numerous awards, including a 2017 North American Copper in Architecture Award from the Copper Development Association. Hoad is proud of his company’s role in the project but relieved it is completed. “During it, I was at times tearing my hair out,” he recalls. “It was a very high-pressure project that lasted a long time. It was three or four days a week of constant men, materials, equipment, meetings, details, changes, extras, credits. From start to finish, it was two years of my life.”

The cupola and lantern at the top of the dome were repaired in situ. Photos: Ministry of Central Services, Government of Saskatchewan

Despite the pressure, Hoad found the work extremely satisfying. “What we are doing is permanent and built to last for future generations,” he says. “We’re using natural, traditional building materials of stone, wood, copper and other noble metals. That’s what drives me to love the industry and my job—because it’s permanent, sustainable and it’s for future generations.”

After all, it’s often the roof and flashings that play one of the most critical roles in fighting the elements of weather, notes Hoad. “Roofing and sheet metal deficiencies is where much of building damage and deterioration starts,” he says. “You can repair a masonry wall, but if you don’t stop it getting saturated, it’ll just deteriorate again in another few years. Regina was a good example of that. We’ve now provided great protection to these beautiful stone elements, allowing them to last another 100 years.”

TEAM

Conservation Architect: Spencer R. Higgins, Architect Incorporated, Toronto, Ontario, Higginsarchitect.com
General Contractor: PCL Construction Management, Regina, Saskatchewan, PCL.com
Sheet Metal Contractor: Empire Restoration Inc., Scarborough, Ontario, EmpireRestoration.com
Masonry Contractor: RJW-Gem Campbell Stonemasons Inc., Ottawa, Ontario, RJWgem.com

MATERIALS

Copper: 20-ounce copper sheet metal
Wood Framing: Douglas fir
Insulation: Rockwool Rigid Insulation, Roxul, Roxul.com

Orlando Airport Project Necessitates Custom Fabrication, Precise Installation

 

Work on the first phase of the Orlando International Airport expansion project includes the South Airport Intermodal Terminal Facility and APM Complex, which features a standing seam metal roof

Architectural Sheet Metal Inc. has been in servicing the Orlando area for more than 23 years, specializing in commercial metal roofs and wall systems, primarily new construction. When Matthew Leonard, the company’s vice president, found out that the Orlando International Airport was proposing a new terminal project with a metal roof, he jumped at the chance to submit a bid.

He wanted to land the job because it would be the largest project the company has ever tackled, and one of its most prominent. He also wanted it for another reason—he knew he’d see it every time he drove to the airport. “For many years now, we’ve specialized in standing seam metal roofs. It’s our bread and butter,” he says. “We’ve done lots of schools, government building, military bases. It’s just something we enjoy doing. When this project came around, right here in our backyard, we knew we wanted to take it on. It’s larger than anything we’ve ever done, but it’s our specialty.”

The South Airport Intermodal Terminal Facility and APM Complex is a new construction project that coordinates mass transit for the airport, including regional rail systems and the Automated People Mover (APM). It’s part of the first phase of an ambitious $2 billion plan to almost double the size of the airport.

Architectural Sheet Metal installed the Berridge standing seam metal roof system, as well as internal aluminum gutters and a custom-fabricated aluminum bullnose that runs along the perimeter of the roof

The building encompasses approximately 200,000 square feet, and the structure is primarily covered with a standing seam metal roof. The scope of work for Architectural Sheet Metal included installing the metal roof system and internal aluminum gutters. It also included custom fabrication and installation of an aluminum bullnose that runs along the perimeter of the roof. “Every roof is radiused, and some sections have compound double raiduses,” Leonard notes. “The trickiest part of the project is probably the bullnose because all of the gable ends of the roof are radiused, and the large bullnose has to be welded on in 30-foot sections.”

Another tricky thing about the project is that the work was divided into two different contracts with two different construction managers. On one side of the building, which houses the monorail and parking garage, the project is overseen by Hensel Phelps, and on the other side, which handles the train lines, the construction is overseen by a Turner-Kiewit joint venture. The dividing point is a building expansion joint that runs across the middle of the roof. “We’re one of very few subcontractors out here that has a contract with both of the construction managers,” Leonard says. “They both have their own agendas, their own timelines, and their own completion dates, and it was a delicate balancing act working with the two of them.”

Installing the Roof

The roof system was designed to unify the elements of the structure and tie the building together. Some sections of the roof cover the building, while others serve as canopies, so there are two types of metal deck on the building. “The area we call the spine has a 3-inch-thick acoustical deck,” Leonard explains. “That was interesting because before we could put our 6 inches of polyiso on, we had to install batten insulation in the flutes. The acoustical decking is perforated, so you can see through it. That’s a little different, when you’re so high up. It spooked the guys at first to be able to see right through it.”

Crews dried in the entire roof with a waterproofing underlayment from MFM Building Products specifically designed for high-temperature applications.

The other sections were comprised of standard type B metal deck. Sections covering the interior were insulated, while canopy sections were covered with 5/8-inch DensDeck from Georgia-Pacific.

Crews from Architectural Sheet Metal dried in the entire roof with a peel-and-stick waterproofing underlayment from MFM Building Products specifically designed for high-temperature applications, MFM Ultra-HT. “It’s easy to install,” notes Leonard. “That’s our go-to underlayment for metal projects.”

After the underlayment was applied, the welded aluminum gutters were installed. “The longest piece was 78 feet,” says Leonard. “We fabricated the sections, water-tested them and shipped them out. We used a crane to lift them to the roof.”

The roof system was supplied by Berridge Manufacturing, and the 24-gauge galvalume metal panels were roll formed at the site. “Berridge has a ZEE-Lock double-lock standing seam panel,” Leonard says. “We own one of their portable roll formers, and we have it on site here. We pick it up with a crane, and lift it up to the edge of the roof, and we actually roll form our largest panels straight out to the roof. The guys just catch the panels as they come out of the roll former.”

Metal roof panels were roll formed at the site. For most roof sections, the roll former was hoisted by a crane, to the edge of the roof, and crew members stacked the panels as they come out of the roll former.

Panels were stacked in piles of 10 for installation. There were 12 different roof surfaces, so as the roll forming crew moved along, other crews would start installing the panels. “Every stack was tied down with strapping to ensure that it wasn’t susceptible to wind,” Leonard points out. “With a hurricane in the forecast, we were very careful about that.”

The panels in the spine area had a tighter radius, so those panels were formed on the ground using separate curving machine. Lining up the panels perfectly was critical. “With a radiused roof, it’s sometimes harder to find things to measure off to ensure your panels are straight. This panel is a left-to-right system. It’s a male-female overlay with a continuous clip that Berridge manufactures. The panels are hand-crimped together, and then you do the first and second stage of the double-lock panels with an electric seamer. You just turn it on and it goes up and over.”

Details, Details

Fall protection posts were installed during the framing process, which helped with safety planning but posed problems when it came to detailing. “It’s nice to have permanent fall protection points to tie into, as everyone had to be 100 percent tied off, but there are close to 200 fall protection posts on the project that we had to cut around and flash,” Leonard says. “I’ve never seen so many posts on a roof like that.”

The aluminum bullnose was constructed after precise measurements were taken at the site. After they were custom painted to match the roof, the 30-foot sections were lifted into place and installed.

Because the posts were tied into the structural steel and couldn’t be moved, the company designed and manufactured a welded aluminum flashing detail to ensure they all looked the same no matter where they landed in the panel profile. “We set up a welded aluminum flashing that should last forever, and it’s welded, so it shouldn’t leak. We try to go above and beyond in our flashing details.”

Leonard points to his company’s fabrication experience as a key to its strength. “We try to be more than just a roofing company,” he says. “We try to be a custom metal fabrication company that fabricates the panels to precise specifications determined by the site. We custom fabricate metal and then, as roofers, we install it. We like to have that double whammy. Not many people have that ability to do both.”

The company’s expertise came in handy on the bullnose. “The bullnose was originally bid as 22-gauge metal,” he says. “We looked at it and we didn’t like it. It’s a large, 9-inch radius, and we felt the thin, light-gauge metal would shake in the wind. Every 10 feet would be a lap joint with caulk, which would be susceptible to wind damage. We came up with the idea of using a welded piece of .080 aluminum. Once it was approved, we purchased a 100-ton press brake with a custom die to fabricate this bullnose.”

The bullnose was constructed from precise measurements taken at the site. “We took the radius off of the building and created jigs in our warehouse,” Leonard explains. “We welded pieces together in 30-foot sections, and we shipped them to a local painter who coated them with baked-on Kynar to match the roof.”

The bullnose was designed to hook into the gutter strap and wrap around onto the fascia, where it is screwed into the framing. In areas where there is no gutter, sections of the bullnose are equipped with a larger flange with an S-hook built into it to attach it to the roof. Corner pieces tie it all together.

Watching Out for Irma

Dealing with two different GCs was challenging, in part due to changes in the schedule. “Originally, we were supposed to finish one side first and then start the other side, but both phases of the project ended up starting around the same time,” says Leonard. “This doubled the manpower we needed on the job.”

Photos: Aerial Innovations

For changes like the bullnose, Architectural Sheet Metal had to make sure RFIs were submitted and approved by both sides. “Sometimes it was hard to keep track of who we submitted it to, but it worked to our benefit at times. Once it was approved by one side, it was easily approved by the other.”

The schedule had the crews working in hurricane season, and precautions were taken to make sure the job site was prepared for high winds. “When Hurricane Irma was approaching, I checked every single weather update every day until it made landfall,” Leonard recalls. “It hit on a Monday, and a full week ahead of that we were cleaning the roofs and preparing the gutters. We removed all debris on the jobsite because any trash on the roof could clog the downspouts. We added more and more men to the process throughout the week, and we shut the jobsite down on Wednesday. We took all of the material we had, stacked it, bundled it together, and we were able to move it all inside the building. We were pretty well complete on the Hensel-Phelps side, and Turner Kiewit brought in 40-foot Conex boxes for us to put our material in and secure it. They tried really hard to make sure the jobsite was secure.”

As the storm progressed, it deviated from the projected path, and no one could be certain which direction the winds might be coming from. “We just had to start battening everything down,” Leonard recalls.

Photos: Architectural Sheet Metal Inc.

Stacks of panels on the roof that were not yet installed were strapped every 2 feet on center. The entire state was in emergency mode, making things difficult. “For four or five days before the storm even hit, we couldn’t find water, rope and extension cords. Grocery stores were running out of supplies. Gas stations were running out of gas.”

After the storm passed, Leonard breathed a sigh of relief. The roof wasn’t damaged. The panels that had already been installed were in great shape, and the uninstalled panels weren’t harmed.

Elements like the weather are beyond anyone’s control, and Leonard notes his company tries to control as many variables as it can. “We have full control over the actual fabrication of the material and the quality of it,” he says. “When I call something in, I talk to our guy who works with me. Our company oversees it. Every morning I stop by the shop and follow up on the process on the way to the job site. We install it. I can make sure everything is OK.”

The project is nearing completion, and Leonard can’t wait to finish a landmark project he’ll see every time he makes a trip to the airport. “You can’t miss it,” he says. “It’s huge.”

TEAM

Architect: HKS Architects, Orlando, Florida, HKSinc.com
General Contractors: Hensel Phelps, Greeley, Colorado, HenselPhelps.com; and a joint venture between Turner Construction, Orlando, Florida, Turnerconstruction.com, and Kiewit, Sunrise, Florida, Kiewit.com
Metal Roofing Contractor: Architectural Sheet Metal Inc., Orlando, Florida, ASMfl.com

MATERIALS

Standing Seam Metal Roof: Berridge Zee-Lock Double-Lock, Zinc-Cote, Berridge Manufacturing, Berridge.com
Underlayment: MFM Ultra-HT Wind & Water Seal, MFM Building Products, MFMbp.com
Cover Board: DensDeck, Georgia-Pacific, Buildgp.com

North Carolina Legislative Building Restoration Poses Unique Challenges

The North Carolina State Legislative Building was the site of a renovation project that included asbestos abatement in the interior and a complete restoration of the building’s roof systems.

The North Carolina State Legislative Building was the site of a renovation project that included asbestos abatement in the interior and a complete restoration of the building’s roof systems. Photos: SkySite Images

Some of the variables that can make a project difficult include a variety of complex, interconnected systems, unique design elements, and a tight schedule. These challenges are heightened on a highly visible, historic building, where the goal of keeping the design historically accurate must be balanced with making improvements to the structure and functionality of the systems. All of these elements and more were in play during the restoration of the one-of-a-kind roof on the North Carolina State Legislative Building in Raleigh, North Carolina. It took a talented team of design, engineering, and roofing professionals to bring the project to a successful conclusion.

Originally designed by architect Edward Durell Stone, the building has been the home of the state legislature since 1963, but water intrusion under its copper pyramids and at windows and doors on the promenade level precipitated a complete restoration project. Renovation work conducted in 2016 and 2017 included asbestos abatement in the interior and a complete restoration of the building’s roof systems.

The roofing phase of the project included removing and replacing the metal roof systems on the five copper-clad pyramids, as well as re-roofing the low-slope sections adjacent to the pyramids with a two-ply modified bitumen system. A liquid-applied waterproofing system was installed in the planter areas and under the pavers in the promenade section. The project also involved the removal and replacement of windows, doors, and skylights, as well as repairing and coating the concrete surfaces at the perimeter of the roof.

The design of the quilted flat lock copper panel system involved 17 different panel profiles. A false batten was added after the panels were in place.

The design of the quilted flat lock copper panel system involved 17 different panel profiles. A false batten was added after the panels were in place. Photos: SkySite Images

Companies involved in the project included Raymond Engineering, headquartered in Raleigh, North Carolina, which provided engineering and architectural services; Owens Roofing Inc., also located in Raleigh, which served as the general contractor on the roofing phase of the project and installed the low-slope systems; and The Century Slate Company, headquartered in Durham, North Carolina, which removed and replaced the copper roofs on the five pyramids.

Some of the key players in the project shared their insights with Roofing, including John Willers, a senior engineer with Raymond Engineering; Bert Owens, president of Owens Roofing; and Mike Tenoever, president of Century Slate.

“This is an iconic state building with a unique roof system which the owner and designer required to be aesthetically replicated,” Tenoever notes. “At the same time, some functionality and technical improvements were incorporated. This is a very high-profile project with a lot of complexity, particularly given the schedule. There were a lot of details compressed into a very short period of time.”

Design and Pre-Construction

Raymond Engineering conducted testing on the existing roofs and specified systems designed to match the originals and provide some necessary improvements, including added insulation and ventilation under the pyramids. Willers worked closely with Jason Mobraten, the senior architect on the project. “We provided the engineering and architectural services, beginning with design and then assisting with bidding and managing the construction phase of this project,” says Willers. “We engineered the copper roof, all of the detailing for the modified asphalt roof, and the detailing for the drainage, the pavers, and the sealants for the promenade.”

Crews from Owens Roofing removed the existing plants, media and drainage system from four 42-foot-by-42-foot fixed planters with skylights. After the substrate was cleaned and primed, a liquid-applied waterproofing system was installed.

Crews from Owens Roofing removed the existing plants, media and drainage system from four 42-foot-by-42-foot fixed planters with skylights. After the substrate was cleaned and primed, a liquid-applied waterproofing system was installed. Photos: SkySite Images

The schedule was an obvious challenge, as the majority of the work had to be completed while the legislature was in recess, and there were substantial financial penalties that would come into play if the work was not completed on time. “The client also required that the asbestos abatement be completed before re-roofing the copper-clad pyramids to avoid the risk of dislodging the asbestos-containing textured ceiling finish. However, doing the work in two phases allowed the asbestos contractor to get started while the rest of the job was designed and bid,” Willers states.

The building houses legislators’ offices, and it was open and occupied during construction, with the exception of the areas undergoing asbestos abatement. The schedule had to be carefully adjusted as the job progressed. “In addition to our role in monitoring the technical aspects of the construction, we closely monitored the construction phasing and sequencing, as it was directly driven by the schedule of the state legislature,” Willers notes. “We had to take a lot of care in developing the schedule and monitoring it.”

Willers and Mobraten knew that the details on this project would be crucial. “There were previously some issues where the copper and the low-slope membrane roofs met,” Willers says. “We detailed that very carefully so that we had redundancy in keeping that watertight.”

Extensive mock-ups of the copper pyramids were constructed and tested to ensure the quilted pattern could be exactly replicated while avoiding the leaks that plagued the existing structure.

Photos: SkySite Images

Photos: SkySite Images

As designers looked for ways to improve construction, they explored the design and construction of the quilted panels. “From a design standpoint, we wondered why we had this odd diamond-shaped pattern,” Willers recalls. “After we played with the dimensions a bit, we realized that if you fly over the building, from above all of those diamond sections look like squares.”

The key was to replicate the design with its false battens while avoiding leaks. “We were concerned about how to detail out the joining of the copper sheets that formed the diamond-shaped panels,” Willers says. “What had been done was susceptible to windblown rain getting in. We did two things differently: the little clips that supported these battens were secured by forming the clips with hooks that would be integral with the single-locked seams and soldering the clips to the top surface of the copper panels. Previously they were held in place by pop rivets, which went through the copper.”

The Secrets of the Pyramids

Century Slate was well prepared to tackle the copper roofing on the project. The company has been in business more than 20 years, and it specializes in historic restoration projects including slate, tile, wood, copper and other historical metals.

Crews from Century Slate removed the existing copper panels. The copper was salvaged and recycled.

Crews from Century Slate removed the existing copper panels. The copper was salvaged and recycled. Photos: SkySite Images

Tenoever knew the design of the original quilted flat lock copper panel system needed to be replicated exactly. “There were 17 different panel profiles, each within a very particular location within the roof’s quilted pattern,” Tenoever notes. “Proper placement of each different profile was essential to the whole system working correctly and looking like the original.”

The first step was to remove the existing copper roofs. “We tore off the entire system down to the deck,” Tenoever explains. “We then installed a semi permeable a vapor barrier, insulation, and a vapor retarder.”

Along with added insulation and Carlisle WIP 300HT self-adhering underlayment, crews also installed a vented nail base from Hunter Panels. “The Hunter Cool-Vent is a vented nail base that gets screwed down,” Tenoever says. “The goal was to have a breathable air cavity. All of the hip caps are actually vented to allow the air to get out.”

With the addition of the insulation and nail base, the roof was built up approximately 6 inches from the previous configuration. This added height necessitated changes in the custom flashing at the base of the pyramids but did not change the configuration of the copper panels.

In all, 22,500 square feet of copper panels fabricated by K&M Sheet Metal in Durham were installed. Each of the 17 different panels was labeled with a letter code. “When they were out at the site, we could just grab an A panel or a B panel, as needed, and bring them to that layout,” Tenoever explains. “Four of the pyramids were the same, and the center one was different, as that was the one that had skylights built into it.”

The areas between the pyramids were covered with a two-ply modified bitumen roofing system. Photos: SkySite Images

The panels feature flat-lock clips that were screwed down to the nail base. “It’s a typical flat seam panel system, and the panels interlock together,” says Tenoever. “You can see the batten panel above it, which is an aesthetic feature. The battens and the clips that held them were amazingly intricate, for what they were. They were cut out with a CNC machine and soldered onto the copper panels prior to installation. Later we came back and installed the batten system over the top.”

Century Slate built new curbs in the center pyramid for the new skylights, which were manufactured by Wasco. “The skylights were one of the last things to go on,” says Tenoever. “They were custom made because even though they look square, there isn’t a square angle on them.”

Custom copper flashings were installed at the bases. “One of the trickier parts for us probably would have been the tie-in of the modified roof, because Owens Roofing had to do their bit, and we were also replacing all of the wood blocking and everything all along the bottom edge before we could put our flashing on,” Tenoever recalls. “It took a lot of coordination between the two trades, but it all worked out.”

The Low-Slope Roof Systems

Owens Roofing served as the general contractor on the project and installed the low-slope roof systems. The company was established in 1986 in Raleigh, and focuses on commercial and institutional buildings, almost exclusively re-roofing. Much of its work is on historic buildings, so Owens was confident he could execute the project and complete it on schedule.

A scaffolding system offered secure roof access, but material had to be loaded and removed from one access point, so logistics had to be carefully mapped out.

A scaffolding system offered secure roof access, but material had to be loaded and removed from one access point, so logistics had to be carefully mapped out. Photos: SkySite Images

Crews from Owens Roofing installed 18,900 square feet of modified bitumen roofing from Soprema over concrete decks, including the areas between the pyramids. Tapered polyiso and half-inch DEXcell cover board from National Gypsum were installed using Duotack adhesive, followed by the two plies of modified bitumen membrane.

A liquid waterproofing system from Sika was specified for the large planter areas. Crews from Owens Roofing removed the existing plants, media and drainage system from four 42-foot-by-42-foot fixed planters with skylights. After the substrate had been cleaned and primed, the Sika RoofPro system was installed.

“Once it’s cleaned and primed, it’s pretty simple,” says Owens. “The product is one part, and you don’t even have to mix it. We applied it with rollers on this project. You embed fabric sheets in the system and then topcoat it. It was a cold-weather job, but fortunately we caught a break last winter in that it wasn’t as cold as usual, and we didn’t miss as much time as we might have.”

The 30,000-square-foot promenade section was originally covered by white granite pavers native to North Carolina. The old pavers were removed and replaced over a new roof system, which was comprised of modified bitumen sheets beneath the liquid-applied waterproofing system. “The concrete deck was primed and a modified bitumen base ply heat welded to the deck,” Owens explains. “This surface was primed in preparation for the Roof Pro system, which was then installed.”

Innovative Roof Services of Raleigh was called in to conduct a high-voltage electrical testing to ensure there were no voids in the system before the pavers were re-installed. The pavers had originally been set in a bed of mortar, and they had to be removed and cleaned, which revealed a problem. “When we took the pavers up, we found out that they ranged between 1-1/8 and 1-3/4 inches thick,” Owens notes. “That wasn’t a problem when they were set in a bed of mortar, but over extruded polystyrene, they would have been all up and down. We put in a change order and had the pavers set in a bed of sand on top of one layer polystyrene.” The sand was adjusted by hand to ensure the pavers were level. New pavers were added to replace those broken over the years.

On the roof’s concrete eyebrows, damaged areas of concrete were repaired, joints were sealed, and a cold-applied waterproofing system from Sika Sarnafil was used to cover 8,800 square feet of concrete.

Numerous Challenges

Important considerations on the project included safety and logistics, as well as the tight schedule. Safety was paramount, and a third-party safety monitor was on the site to ensure the safety plan was designed and executed properly. During the time between when the original skylights were removed and when their replacements installed, the voids in the roof deck needed to be cordoned off and covered according to OSHA regulations. Personal fall arrest systems were used on the pyramids and outside of the safety perimeter, which was marked with flags. “With the promenade, you had a wide concrete eyebrow, so it made it easier to set up the safety lines and keep everyone safely away from the edge,” Owens notes.

This aerial photo taken before the restoration project shows the copper roofs with their green patina. Photos: SkySite Images

“Safety is a key concern as on all jobs, but this one in particular was highly visible out the windows of the nearby Department of Labor,” Owens continues. “We were paid a courtesy visit and agreed with them that an on-site safety meeting conducted by their personnel might be useful. The owner allowed us use of one of their auditoriums and we had a very productive half-day meeting for all trades. Every week we had a meeting with a state construction monitor.”

A scaffolding system was set up that offered secure roof access, but there was only one point for loading and unloading material, so logistics at the site were a concern. “We had to use wheelbarrows and roof carts to transport materials back and forth to the scaffolding tower,” Tenoever notes. “Between the removal of the original roof and the installation of the multiple layers of the new roof system, over 150,000 square feet of roofing materials were moved by hand over an average distance of approximately 200 feet.”

Loading and unloading added another wrinkle to the complicated schedule. “The schedule was based on when the legislature was scheduled to come back to town—not how long the job was supposed to take,” Owens says. “We were all concerned with the ambitious time frame and $1,000 a day liquidated damages included with this job.”

Willers cited excellent communication as one of the keys to completing the project on time. “Fortunately, the project managers for the general contractor and other trades were highly organized individuals,” Willers says. “Regular site meetings were detailed and thorough. Although setbacks did occur, communication kept the ball rolling.”

The roof system on the building’s iconic copper clad pyramids was removed and carefully recreated, matching the original design while adding a vented cavity and increasing the thermal insulation. Photos: SkySite Images

A Unique Experience

Copper removed from the existing roof was salvaged and recycled, notes Willers, with the exception of a few pieces that

were cut into the shape of the state of North Carolina to serve as mementos of the unique project. “We’re very proud of the design and the outcome—and the assistance we got from all of the contractors involved,” Willers says. “We had some pretty heavy rains after the project was completed, including some high winds, and there were no leaks.”

Tenoever also looks back on the project with pride. “A one-of-a-kind roof system was custom built and delivered on schedule and with the owner and designer’s praises,” he says. “Taking something so amazing and restoring it to the beauty it originally had—we all get a kick out of that.”

TEAM

Design and Engineering Services: Raymond Engineering, Raleigh, North Carolina, RaymondLLC.com
General Contractor: Owens Roofing Inc., Raleigh, North Carolina
Metal Roofing Contractor: The Century Slate Company, Durham, North Carolina, CenturySlate.com
Leak Testing: Innovative Roof Services, LLC, Raleigh, North Carolina, IRS-LLC.net

MATERIALS

Metal Roof System
Copper: 20-ounce copper sheet metal
Vented Nail Base: Hunter Cool-Vent, Hunter Panels, HunterPanels.com
Underlayment: Carlisle WIP 300HT, Carlisle, Carlislewipproducts.com
Skylights: Wasco Skylights, Wascoskylights.com

Modified Bitumen Membrane Roof System

Membrane: Sopralene Flam 180 and Sopralene Flam 180 FR GR, Soprema, Soprema.us
Adhesive: Duotack, Soprema
Insulation: Sopra-Iso, Soprema
Cover Board: DEXcell, National Gypsum, NationalGypsum.com

Waterproofing System

Liquid Applied Membrane: RoofPro 641, Sika Corp., USA.Sika.com
Reinforcing Fabric: Reemat, Sika Corp.
Primer: Sikalastic EP Primer/Sealer
Extruded Polystyrene Insulation: Foamular 604, Owens Corning, OwensCorning.com