Historic District Commission Meeting Packet

CITY OF DOVER, DELAWARE HISTORIC DISTRICT COMMISSION MEETING Thursday, May 19, 2022 at 3:30 PM City Hall Conference Room, 15 Loockerman Plaza, Dover, Delaware AGENDA IN-PERSON and VIRTUAL MEETING NOTICE The Historic District Commission, Meeting for May 19, 2022 will be held as an In-Person Meeting in the City Hall Conference Room. The public is welcome to attend in person. The Meeting will also be a Virtual Meeting using WebEx audio/video conferencing system as an electronic means of communication. See the participation information below to join by phone or computer. PUBLIC PARTICIPATION INFORMATION City of Dover Historic District Commission Meeting of May 19, 2022 Dial: 1-408-418-9388 Event number/Access code: 2348 967 6552 Event password: DoverHDC Event Address: https://bit.ly/HDCMeeting5192022 If you are new to WebEx get the app now at https://www.webex.com/ to be ready when the meeting starts. For problems accessing the meeting, please call the Planning Office at (302) 736- 7196. Written comments are accepted via email to City of Dover - Historic District Commission, P.O. Box 475 Dover DE, 19903 and via email at CompPlan@dover.de.us. WELCOME ROLL CALL APPROVAL OF AGENDA APPROVAL OF MINUTES 1. Adoption of Minutes of April 21, 2022 COMMUNICATIONS & REPORTS Summary of Activity 1

HISTORIC DISTRICT COMMISSION MEETING - May 19, 2022 PAGE 2 2. Summary of Applications 2021 and 2022 3. Summary of Architectural Review Certificates for 2022 Department of Planning & Inspections Updates Updates on Studies NEW APPLICATIONS NEW BUSINESS Review of Permits Referred to Commission 4. HI-22-04 Referral of Permit #22-661 at 527-529 South State Street – Referral by the City Planner to the Historic District Commission for Review of Architectural Review Certification for a Permit Application #22-661 for construction of seven (7) parking spaces for the property. The property is zoned RGO (General Residence & Office Zone) and subject to the H (Historic District Zone) and SWPOZ (Source Water Protection Overlay Zone). The property is located at the northeast corner of S. State Street and Elm Terrace. The owner of record is Diamond State Rental Homes, LLC. Property Addresses: 527-529 S. State Street. Tax Parcel: ED-05-077.09-05-47.00-000. Council District 2. Architectural Review Certification Consultation 5. HI-22-05 Delaware Public Archives: Consultation on Roof Project - Architectural Review Certification Consultation on materials regarding a Roof Project at the Delaware Public Archives building. The property is zoned IO (Institutional and Office Zone) and subject to the H (Historic District Zone) and the SWPOZ (Source Water Protection Overlay Zone). The property is located on the north side of Martin Luther King Jr. Boulevard North in the block bounded by Legislative Avenue and East Loockerman Street. The owner of record is State of Delaware. The property address is 121 Martin Luther King Jr. Boulevard North. Tax Parcel: ED-05-077.09-05-13.00-000. Council District 4. OLD BUSINESS Certified Local Government (CLG) Program Implementation of 2019 Comprehensive Plan ADJOURN Posted: May 12, 2022 THE AGENDA ITEMS AS LISTED MAY NOT BE CONSIDERED IN SEQUENCE. PURSUANT TO 29 DEL. C. §10004(e)(2), THIS AGENDA IS SUBJECT TO CHANGE TO INCLUDE THE ADDITION OR THE DELETION OF ITEMS, INCLUDING EXECUTIVE SESSIONS, WHICH ARISE AT THE TIME OF THE MEETING 2

Item 1. .. CITY OF DOVER HISTORIC DISTRICT COMMISSION April 21, 2022 The Meeting of the City of Dover Historic District Commission was held on Thursday, April 21, 2022, at 3:30 PM in person and virtually using the videoconferencing system WebEx with Chairman Czerwinski presiding. Members present were Mr. Street, Ms. Horsey, and Mrs. Mason (Note: The fifth Historic District Commission member has not been appointed following the completion of the term of Mr. McDaniel in 2020). Planning Office Staff members present were Mrs. Melson-Williams, Mrs. Savage-Purnell, Mrs. Bulkilvish, and Mr. Swierczek. APPROVAL OF AGENDA Mr. Street moved for approval of the agenda as presented, seconded by Ms. Horsey and the motion was unanimously carried 4-0. ADOPTION OF MINUTES OF THE REGULAR HISTORIC DISTRICT COMMISSION MEETING OF MARCH 24, 2022 Ms. Mason moved for approval of the Meeting Minutes of March 24, 2022, seconded by Mr. Street and the motion was unanimously carried 4-0. Roll Call Vote • Ms. Horsey -Yes • Ms. Mason - Yes • Mr. Street – Yes • Mr. Czerwinski - Yes COMMUNICATIONS & REPORTS Summary of Applications for 2021 and 2022 Mrs. Melson-Williams noted that application HI-21-06 for drainage improvement permit at The People’s Church located at 46 S. Bradford Street is underway. In 2022, the Historic District Commission will consider its third application of the year today with Application HI-22-01 referral of a Fence Permit at 506 S. State Street, the fence has been installed for Application HI-22-02 a request for Rezoning of lands on Governors Avenue and West Water Street to expand the Historic District Zone, the Historic District Commission recommended approval to expand in that District and City Council at its meeting on April 11, 2022, also approved the Rezoning. The Historic District boundary is now expanded to encompass that entire block of Bank Lane, Governors Avenue, and West Water Street. Summary of Architectural Review Certifications for 2022 Mrs. Melson-Williams stated that in 2022 through March, there have been a total of five (5) building related Permit applications in the Historic District. One of the four involved a site drainage Permit at The People’s Church located at 46 S. Bradford Street. There were two (2) interior permits 3

Item 1. CITY OF DOVER HISTORIC DISTRICT COMMISSION APRIL 21, 2022 and one (2) Fence Permit. Three of the permits were considered by the Commission and two were handled by Staff. Department of Planning & Inspections Update Mrs. Melson-Williams mentioned included in the packet was a letter from the Delaware Preservation Fund, Inc. regarding a Grant opportunity for a 2022 Small Grants Program-Second Round. The letter includes information about the Grant. The Grant amounts range from $1,000 to $5,000. There are possible grants up to $10,000 for exceptional projects. The application is an on- line form and is due by April 29, 2022. The program guidelines have been opened to include soft projects such as Restoration Planning projects, Architectural and Engineering Studies, and Consulting Services. The fund also offers a process for low fee, short term rehabilitation loans for larger amounts up to $80,000. Mrs. Melson-Williams mentioned the NASCAR Race Event and Old Dover Days events. She mentioned that unfortunately tomorrow is Mrs. Samantha Bulkilvish’s last day with the City of Dover Planning Office. Starting Monday, April 25, 2022, she will be part of the Staff of the Office of State Planning Coordination. She will be greatly missed. We thank her for her time of service with the City of Dover. NEW APPLICATION HI-22-03 New Courthouse at South Governors Avenue and West Water Street – Public Hearing and Review for Recommendation on Architectural Review Certification for a Site Development Plan Application and associated Lot Consolidation Plan to permit the construction of a five-story 105,259 GFA government building to serve as the new Kent County Family Court. The proposal includes a five-story Parking Structure (425 vehicle parking spaces), parking lot, and other site improvements. The Site presently consists of a series of eleven (11) parcels consisting of a total of 3.7499 +/- acres and an alley. The properties are zoned IO (Institutional and Office Zone) and subject to the SWPOZ (Source Water Protection Overlay Zone), as well as the H (Historic District Zone). The properties are located on the east side of South Governors Avenue between West Water Street and Bank Lane. The owner of record/ equitable owner is the State of Delaware. Property Addresses: 401, 411, 429, 435, 439, 441, and 447 S. Governors Avenue; 101 and 117 West Water Street; 123 Bank Lane; and part of 34 The Green. Tax Parcels: ED-05- 077.09-03-32.00-000, ED-05-077.09-03-33.00-000, ED-05-077.09-03-35.00-000, ED-05- 077.09-03-36.00-000, ED-05-077.09-03-37.00-000, ED-05-077.09-03-48.00-000, ED-05- 077.09-03-50.00-000, ED-05-077.09-03-53.00-000, ED-05-077.09-03-52.00-000, ED-05- 077.09-03-61.00-000, and an alley. Future Addresses: 415 S. Governors Avenue (Park Garage), and 445 S. Governors Avenue (Courthouse). Council District 4. Project Site subject to Rezoning Application Z-22-01/HI-22-02 which was reviewed by the Planning Commission on March 21, 2022, Historic District Commission on March 24, 2022, and City Council on April 11, 2022. Mrs. Melson-Williams gave a summary of Application HI-22-03 with the Staff Recommendation Report and Addendum. The applicant is requesting a Recommendation on Architectural Review Certification for a Site Development Plan Application and associated Lot Consolidation Plan to permit the construction of a five-story 105,259 GFA government building to serve as the new Kent County Family Court. The proposal includes a five-story Parking Structure (425 vehicle parking 2 4

Item 1. CITY OF DOVER HISTORIC DISTRICT COMMISSION APRIL 21, 2022 spaces), parking lot, and other site improvements. The Site presently consists of a series of eleven (11) parcels consisting of a total of 3.7499 +/- acres and an alley. Two items that were noted for the Commission for consideration are the Alternative Bulk Standards consideration of a reduction of the rear yard setback as well as the request of a 6-foot height fence in the rear on the east side of the Courthouse building where it adjoins some residential properties. The Code requires that the setback be 30-feet; the applicant is looking for a reduction to 25-foot. It also includes the Addendum outlining the Staff Recommendations in regard to the Architectural Review Certification. The same By-laws of the Historic District Commission are in place as the last meeting. Ms. Mason, a member of the Historic District Commission will be unable to participate in the Commission deliberation on this Application as she is a property owner within 200-feet of this Application. As part of the By-laws of the Historic District Commission that is deemed a conflict of interest. Representatives: Elio Battista, Parkowski Guerke and Swayze PA; Michael Newell, Chief Judge of Family Court of the State of Delaware; William J. Lenihan, Tevebaugh Architecture; Mr. K. James Taylor Jr. PE Verdantas (Duffield Associates, LLC) Mr. Battista stated that he was present to seek Architectural Review Certification and approval from the Historic District Commission from a legal perspective. Because this is an Architectural Review Certification you will hear from the Architect. He introduced the fellow members of the team and guests: Michael Newell, Chief Judge of Family Court of the State of Delaware; Judicial Officers; representatives from the Kent County Bar Association and Central Delaware Chamber of Commerce; and the Design Team, Mr. James Taylor, William J. Lenihan and Mr. Rick Macia. Afterwards we will get into the perviable bricks and mortor of the project. PRESENTATION Mr. Taylor stated that the existing Family Court is not sized appropriately for the current use. The State went through and examined property where they could develop the future Family Court site. It was selected to be at the corner of Governors and Water Street. As mentioned, they purposely sought to come fully into the Historic District over the past month to be acquainted with The Green and other things in the Historic District in the City of Dover. The existing site is made up of a parking lot that is used for the Court. All of the buildings shown are proposed to be demolished. This also the site of the contaminated Capital Cleaners site. There have been some environmental pieces and cleanup that we have had to deal with throughout the process. As we look at the site design, the Courthouse is approximately 106,000 square foot and the other proposed building is the parking structure that will be 5-story and 425 parking spaces. All the properties along The Green are adjacent neighbors. There is access through our site so an updated access easement has been provided to allow them to get access to their site to continue and, continue to maintain the integrity of the properties that are facing The Green themselves. As was mentioned, we are seeking relief of the setback right in this area that's supposed to be 30- 3 5

Item 1. CITY OF DOVER HISTORIC DISTRICT COMMISSION APRIL 21, 2022 foot but he believes the application mentioned 23-foot. Staff recommended 25-foot and we believe we would have no issue with the recommendation. The measurement is 26.5 -foot So we are going have a little bit of play there for construction. If something happens, we don't want to have to come back to talk to you guys again. The Site itself is zoned IO (Institutional and Office Zone) and the Historic District Overlay. Access points to the Site are going to be from South Governors Avenue, Bank Lane and Water Street. On that property the back area is actually a drive aisle. There is a house that sits roughly 300-foot from the building. On this site, brick is being proposed for the sidewalk. One of the recommendations was to make sure that all of the sidewalk was brick. We do not not have any issue with and that will be addressed later as well. Parking is proposed in the parking structure, but there's also a small surface lot that is on the right-hand side of the property. On the Plans where there is landscaping, we are trying to invest and meet the intent of the landscaping plan, but there's a large number of trees that are proposed for the site. We are not able to meet the tree requirement directly, but we are looking at offsetting the allotment. We want this to be a bright spot in the community as you enter the City of Dover from the south. The Plaza area along the frontage of the building will allow people access through that area. They are looking at the interconnection between the parking garage and the sidewalk. Mr. Lenihan mentioned that they met and updated the Friends of Old Dover, the Downtown Dover Partnership and Central Delaware Chamber of Commerce on the project. There was a feasibility study that justified the need for the square footage for these buildings. The existing building is approximately 35,000 square feet and the space study showed that we needed approximately 105,000 square feet to be able to have a safe, secured, and dignified experience for all working and visiting the Courthouse. That is obviously a large challenge when you are working within the Historic District. Many small parcels needed to be acquired and assembled into a larger contiguous site. As you can see on the screen and the top image is a 3D view of the Courthouse on the right and to the left is the Parking Structure and their large volumes. The Courthouse is a three-story structure. The parking deck is a four and a half level because it is a helix going up the ramping system through the garage. We went to great detail of really thinking about the massing of the building. As I stated before, you have an excellent set of Historic District Guidelines that really talks about where to place larger buildings in the District. This parcel was noted that it is appropriate for larger scale buildings and staying with the Comprehensive Plan and the greater Metropolitan Planning Group stated that as well. With the building, we really have different elements that Mr. Maseeia is going to get into with the massing of how we broke down the components and really studied the existing Historic District and the different buildings in the component’s styles and details, so that we would really apply those materials on this building as we went forward. With the siting, the main entrance of the Courthouse is facing the intersection. In the other rendering you'll be able to see that the building is at a bit of a pedestal at the main intersection there because the grade drops about 6 feet down to the intersection there. It gave us a larger opportunity to have a larger cast stone base around the building at that area and have the two- story entrance lobby that presents itself on the South Governors Ave with the entrance Plaza, which steps in plateau areas that people will make their way off through ramps or steps in the front entrance way. 4 6

Item 1. CITY OF DOVER HISTORIC DISTRICT COMMISSION APRIL 21, 2022 With the Historic District Guidelines and also the Secretary of Interior’s Standards really talked about new construction is to be contemporary but compatible and differentiated. With the approach we took here, you can see a number of buildings on the right-hand side and bottom. The buildings and the detailing in the brick and the soldier courses and the heads and the bond of the brick and the joinery and the top right is actually the Kent County Courthouse which is similar scale of this size building here. Mr. Maseeia who will be speaking next. His office was involved as an architect designer with the Justice consultant on that project as well. Between all our joint experience of working in Dover, we truly understand the significance of the details and the character of the community that we are trying to design this building in a manner that fits into the existing community. This is a transitional site because we are at the edge of the Historic District. We have a very modern and new complex with Bayhealth just south of us. We have mixed development across the street. This gives us the opportunity to design an institutional building to add to the government civic complex and to make a real Courthouse campus and a gateway to the site in Dover as people approach Downtown from the south and from the west. The large rendering is a view from South Governor Avenue looking north. You would see that there is a tower element with a light at the top, the entrance way, and the circulation tower of the Parking Garage beyond. You will also see that there is a number of elements, as we call them as the box window elements, along Water Street. Each of those elements is closer to the scale of lot of the smaller buildings in the area. So, you'll see that the fenestration within those elements and along the first-floor banding is a much more human scale as we then have a backdrop of a bigger building there with it. Mr. Macia mentioned that he would start first talking a little bit about the process of the building design’s national Standards and Historic District Guidelines that are very well written compared to some of the other ones we have seen in other places in the country. We spent a lot of time walking around, really getting to know the building. Dover has such a rich history about Colonial, Georgian and Federal. You have a little bit of everything that is really quite interesting. We also looked at similar projects that really illustrates that. You will recognize the Kent County Courthouse on the presentation presented. These are projects all over the country that take a similar approach in terms of creating “compatible and sympathetic but contemporary building designs.” The one thing that you will see that they have in common is the use of materials, proportion and types of windows sizes and massing. The fact that all these buildings although they are contemporary, they have some richness in terms of having different materials, colors, proportions, and shapes. We really did look at quite a few items and issues. The first thing that we spent a lot of time on was to make the building fit well into the concepts here in Dover was material. You can see that the primary material is brick. It is not a jumbo brick. It is a traditional proportion modular red clay brick that is very typical in this area. We highlighted that as you can see with expanses of watertable and cast stone or cast stone elements. Again, those are some materials that you see on the historic buildings in the area that provides a nice contrast to the brick. Those two materials are quite important. Where we have glass at the pedestrian human scale and on some of the special features, there are individual punch windows vertically portioned, and we try to capture that feeling. It is not reflective glass at all. It is a clear glass with a little bit of gray. The richness of the texture that 5 7

Item 1. CITY OF DOVER HISTORIC DISTRICT COMMISSION APRIL 21, 2022 you know those three simple materials provided is enhanced through the massing and the scale of these elements. So, rather than doing just a simple big box we pulled out the lobby as a two- story piece and as a primary element so that the public can see it going north or south on Governors Avenue. The main body of the building itself on Governors Avenue from the most visible street is actually set back three plus feet. This does a couple of things for us; it makes the lobby the feature we want the public to help find the entry easily. It really helps to be a way finder user experience, and it breaks down the scale. Additionally, instead of having just one large plane for the façade, you will see that for both the Garage and the Courthouse, we added a second plane and pulled the brick forward a little bit. This will add layers and some richness to the building. The elevator tower is plated with some of the cast stone and extended the top. A lot of your public buildings here including the State House have these wonderful Colonial Era or Colonial Revival cupolas. With our contemporary version that will be lit at night and visible from all sides. We have added a clock to the tower that has double columns and detailed shadow and richness. The columns are repeated in the lobby. You know those columns, cornices, clock and tower are all civic elements. This is a Courthouse and public building, so it is important that it feel like a public building and not a residential or commercial building. This building will serve a public purpose and at the same time it is a Family Court. We don’t want to be overpowering, but we do want visitors to the Court to understand that they are entering a public building where important matters are discussed and held, and people lives are impacted. We tried to find a balance between creating a dignified, exterior specific attributes including the flag poles at the corner, but nothing overpowering. The previous view is going north on South Governors Avenue. If you go past the hospital this would be the next thing you see. If you are going south on Governors Avenue it is a side view from the north, then this would be a little bird’s eye view and you would see the side of the building. You can clearly see where we expressed the second plane with individual punched windows with the civic feeling that we are trying to achieve without becoming overwhelming. It was previously mentioned that we had 6 feet of grade change, but it is almost 8-feet to the back corner when you get the Bank Lane. We had to deal with the 6-feet for people in wheelchairs and ADA Access. It turned out to be a really nice opportunity. So, we created our entrance plaza as a stepped plaza that comes up with an ADA ramp that comes out of the Parking Garage. This gives the building some regimen. The railings we are proposing would be a simple black painted metal very similar to what is on most of the buildings here in town. The plaza gives something back to the city. We have these steps on both sides from the north and south as you are coming up from Water Street. The other nice thing about sitting the building back on both Governors Avenue and Water 6 8

Item 1. CITY OF DOVER HISTORIC DISTRICT COMMISSION APRIL 21, 2022 Street is it also allows a more generous yard for landscaping. With that generous space, the trees can grow to mature size and provide some canopy. On Water Street you will see a little more glass. The glass is very important to us in the sense that this is where the eight courtrooms are, and all the family matters are held. This is actually the lobby area, the waiting space in front of the courtroom. We want to have as much natural light in there as possible. We did not want an all-glass building. That certainly would be out of character. We tried to find the balance by adding bay windows (smaller buildings). The elements with individual windows are really a scale of some of the traditional building that you see on State Street. The façade on Water Street has a slightly different character but the base and the rest of the building continues with some of the same elements. The Garage is on the north side of the property. The Garage will be cladded in brick. It will be the same brick that is on the Courthouse. We will be thickening the panels for the first few floors so that we get those layers of façade. The openings in the Garage will have windows. It is important in a Garage to make sure that the people using it feel safe; so, we try to make sure that the elevator has glass or a glass wall. We have also repeated some portion of the glass design in the Courthouse. There will also be a decorative arch panel on the ground floor cut with a pattern to screen the cars at a pedestrian level. One of the challenges that we faced is the one place that this building can be seen from The Green in the Historic District is Bank Lane. If you stand from the west end of The Green, you will see the garage. We created it so that it will be a little more directly related to the traditional architecture of the rest of the town. Mr. Marcia asked if there were any questions before moving on to the Appendix items. Chairman Czerwinski mentioned that the Design Standards and Guidelines for the Historic District could be quite vague. This is The Green Context and one of the four Historic Zones in the Historic District. It states “The Green and the buildings that surround it and by extension its immediate environs are extremely significant historic resources by any criteria. The complete enclosure of the Green as well as the excellent state of preservation its buildings make it an extremely significant historic resource. The Green historic context should be very carefully preserved and requires the most restrictive design standards. New construction should be very carefully designed to be compatible with the scale of the Green historic context. Large-scale development that might be considered for the vacant lots along Governors Avenue or as part of the hospital complex should be very carefully sited, screened and massed so as not to overwhelm the character of the Green historic context.” (Pages 2-4, and 2-5 Design Standards and Guidelines) Chairman Czerwinski question was regarding the massing as compared to the Kent County Courthouse. They did a really good job where the windows were enlarged. Here you have so many windows on the side of the building that it looks like a school. The massive windows are not compatible compared to what he thinks should be compatible in the Historic District. This building is actually the cornerstone building of The Green Context. This is the first building that you will see when you enter the Historic District in Dover from the south. So, when you see this, 7 9

Item 1. CITY OF DOVER HISTORIC DISTRICT COMMISSION APRIL 21, 2022 you see the massing of the windows as they are. I mean, to me it just does not compliment the area very well because you are making the windows very small. You have the vertical stripes, and that to me is kind of in the tower itself. I understand the intent that we are not supposed to necessarily replicate the architectural design on The Green itself. His concern is the scale and size. The absolute size of this building “the proportions of new construction should relate to proportions and the styles present in the immediate neighborhood.” Chairman Czerwinski mentioned that his concern was the 5-story building in the Historic District. Mr. Marcia responded by stating that the Courthouse is a 3-story building, and the Parking Garage is a 4 ½ story building. Chairman Czerwinski asked what the overall height was equivalent to. Mr. Marcia responded by stating that the cornice line of the Courthouse is approximately 55-feet high, and the top of tower is approximately 75-feet high. Those heights come from the third-floor heights. The first floor and the second floor are 15-feet and 4 inches to accommodate all the uses in the building systems. The second and third floors are both 18-feet floor-to-floor heights because of the courtrooms that have the higher volume; just like this room that we are in here as a higher volume. Chairman Czerwinski asked if this was the typical height for a building of this type or because of the chambers. Mr. Marcia replied that it is typical for this building type. Office buildings may have something like a 14-foot floor height for each of the floors. Many of the buildings on The Green, many of them have a first floor that have a 12 or 14-foot first floor height. The second or third floor would have a reduced height in those residential buildings. Chairman Czerwinski as he referred to the Design Standards and Guidelines for the City of Dover Historic District Zone that the “development pressure in the City of Dover has resulted in proposals for projects involving structures larger than the predominant two-and three-story scale of the Historic District. Whenever possibl,e alternative sites for large structures should be sought outside of the Dover Historic District, and the City of Dover should provide assistance to the applicant in identifying alternate sites that would be mutually benefit to the applicant and the City. If alternate sites are not available, the means by which the negative impact of large-scale buildings can be minimized…” (pages 4-6) Chairman Czerwinski mentioned that the Design Standards and Guidelines do identify this plot of land to the southwest of The Green. The “large lots which can be easily screened, areas with few or no historic structures, or areas which can best accommodate parking facilities.” It talks about how dominant this structure is compared to everything around it. Now again with the Kent County Courthouse, they seemed to do a really good job of mitigating some of that effect of the building by larging the windows and making the scale look a little smaller. This building with the number of windows and of course the Parking Garage really dominates the skyline especially when you look at the plan view. When you're coming from the south, it is a very large building. The design and elements on this building does not necessarily compliment The Green. The building does not necessarily have to have the architectural features, but there should be some 8 10

Item 1. CITY OF DOVER HISTORIC DISTRICT COMMISSION APRIL 21, 2022 elements in the Postmodern structure; and he did not see them. He did not see this building as being the cornerstone of the Historic District in Dover. Mr. Lenihan mentioned that they went through a very extensive site selection process for this building. The building became very evident that it was extremely important to keep these Courthouses directly Downtown. Courthouses are part of the civic structure of the downtown and do really create a Courthouse campus with the Kent County Courthouse on the other side of the State Street and all the efficiencies that it brings. Obviously, the City of Dover was pushing for the Courthouse to go on this site as well for those reasons and because of the contaminated site with Capitol Cleaners and some of the other Brownfield sites. Putting in the Parking Structure here is really the highest and best use for that land and having the State invest and advance the development of those properties. It really prohibited any other private developer to do that kind of work here. We thought that this was really a win-win for that part of the site and to put the Courthouse at this location. You're correct and we have a lot of small-scale development right across the street. We don't think that all of that will remain into the future especially right across Water Street with Bayhealth buying one of the properties there. You know they are going to be expanding up towards the Water Street as well as we go forward. So, we know that larger scale buildings are coming here. We had a choice about the Historic District. As you know this site was split zoned with the Historic District. You requested the balance of the site not being in Historic District or do you put it all the way in? Based on many conversations with the Planning Department and that the National Register had the full block in, we thought it was more straight forward to put the rest of the site in the Historic District. We are on that edge on the boundary of the Historic District. How do you work with the mass of the building and all the details? Responding, Mr. Lenihan stated that we would with the direction of having more smaller pieces of fenestration on the building to try to fit with the scale of the things. The Kent County Courthouse is on the edge of the Legislative Mall where it is adjacent to much larger buildings. That is why the design team went with that particular approach. Yes, there are multiple ways to approach these buildings, but after consensus with many people that what lead the design to where it is at the current time. We are not mimicking any particular one of them or trying to recreate one particular style. Chairman Czerwinski asked if there were any questions or comments? Mr. Lenihan stated that Mr. Taylor had previously mentioned the setbacks. We are fine with Staff Recommendation of using 25-feet for that one area. It's a small piece of the Courthouse on the Site Plan that is adjacent to a residential property. As he stated that residence is 300-feet away and we need the floor plan of the Courthouse for the space plan of those departments required in order to place the Courthouse where we are proposing it. We are proposing to reduce the setbacks from 30-feet to 25-feet. We think that it is still in keeping with intent of the setback. Fencing Mr. Lenihan mentioned right now there is a metal decorative fence along the rear side of the Water Street parking lot that is 4-feet high. We would like to keep that style fence there for the bulk of that area. Directly behind the Courthouse, we have our loading and receiving area. We 9 11

Item 1. CITY OF DOVER HISTORIC DISTRICT COMMISSION APRIL 21, 2022 will have gates at both sides to keep it a secure area. We also need to screen some mechanical equipment, so we are requesting to go to a 6-foot-high fence for that area. We will have a safe and secure area visually screening the mechanical equipment directly behind the Courthouse. For the balance of the fencing along the back of the Water Street lot we could go to the 4-foot fencing. Going north along the new alley off Bank Lane, there is a stockade fence at one section located near The Green and we want to replace the fencing in that area. The brick for the building is going to be a modular brick. This is a sample that we're looking to make the basis of design for the brick. One of the things that we talked about is we want the same brick on the Parking Garage and on the Courthouse that really makes it a campus. With that the Parking Garage Structure is precast concrete so the pieces will be made in a factory and bought to the site. We have years of experience with detailing and making sure they really look like they are buildings with the detailing on the joinery. This particular brick comes in full depth, but it also comes in this half inch thickness as shown, but it is the same exact brick that will be cast in and the tolerances are very tight. This particular kind of brick works for both buildings. We looked at every single building around the site, around The Green, down State Street and along Water Street and Legislative Mall. We took all selection of bricks and pieces of cast stones like this and looked at the full range of bricks, the many different colors, sizes, and the joinery. This particular brick has a range of color within the brick. It also has a range that when you see a larger sampling of it you will see more range in between the bricks as well. For this project, we will have a full-scale mockup approximately 6-feet tall and15-feet long where we will have all the different materials so that we can all have an opportunity to really see it before it goes on the building, but it is also for the construct ability of the building, to make sure that all the detail is done properly. A test stone sample was also provided. We have a sister Courthouse in Georgetown, and the cast stone is more of a buff color for most of the buildings. Here, it is more of a light gray. Some of it is granite, marble or cast stone. Post for the Signage The signage should be painted black, and we will absolutely do that. We will have signage on the Site and on the Courthouse. Right now, we are proposing some signage on the south and north side of the lobby cornice. We have not designed it to any greater detail than that at the current time. Of course, for any Site Signage etc. we would absolutely come back to you and work through your signage program. Light poles Yes, they would be black as well. We have been working with the City of Dover and across the street outside the Historic District on another Site. This will be entered into the street light program with the City of Dover and use their fixtures there and around the perimeter of this Site. We would like to use the fixtures of the district and then we will see if we need a different style. We want to make sure we have the right footcandles in the parking lot levels. They will be painted black. Trees (Urban Planting) Mr. Taylor mentioned they are currently proposed to work appropriately in the parking lot areas. There was question about whether there would be trees along South Governors Avenue in front of the Parking Structure. That was one thing that we had been looking at, but unfortunately there were a number of things that came into play. DelDOT is requesting a bus stop to be placed along 10 12

Item 1. CITY OF DOVER HISTORIC DISTRICT COMMISSION APRIL 21, 2022 the northbound South Governors Avenue frontage. The other piece is the City of Dover Electric Department has requested electric run in the space between the property line which is shown is the dark thick black line. Unfortunately, currently in that area we will not be proposing trees to be placed between the spacing of the sidewalk and spacing of the building where the electric wants to go. We cannot maintain 10-foot in order for those trees to grow. So that's one thing unfortunately, that we were trying to get that we could not do. Site Improvements and Amenities Mr. Taylor mentioned that there was a question regarding the surface treatment. There is a wide variety that was labeled on the Landscape Plan that was part of the packet submission. There were areas where lawn and groundcover plantings were identified. There will be some mulch and river stone areas. There is a wide variety of surface treatments being proposed throughout the site. Twenty-five bicycle parking spaces are required for the Site, we are currently proposing 10 parking spaces. Ten of the spaces are shown exterior of the Parking Garage and ten interior spaces. We will make sure that there are 25 spaces shown whether it is interior or exterior to the site. Sidewalks Mr. Taylor stated that as previously mentioned that all of the sidewalk on the Site will be constructed of brick rather than granite. The ADA ramp area will be concrete. The granite pavers are going to be used on the plaza area and the remainder will be brick sidewalks. There was a question regarding the location of the sidewalks on the street frontage and grass strip between the road and the sidewalk. Currently, the Water Street side actually has the brick sidewalk directly up against Water Street which we will continue to maintain. If you look at the Historic District throughout Dover there is not much of a grass strip, most of the sidewalk is right up against the roadway. We are trying to carry the historical look and feel into this property. Building Design Mr. Lenihan mentioned that the pattern of the brick will be a running bond with concave joints. The glazing of the windows will be insulated glass of two panes with air space in between and clear to slightly gray tinted on the interior. This is required to reduce the solar heat gain into the building. The downspouts of the roof will be roof drained within the roof so you will not see gutters or downspouts along the perimeter. They will all be contained within the building. The roof screen will be a painted metal screen. We will have more detailed information once the product is selected for the equipment screening and with the fencing product that was recommended. As previously mentioned, the windows in the Parking Garage will be openings with aluminum frames and air opening ventilation through the Parking Structure. There will be a 4-feet high, 24-feet long mural coming over from the courtroom. We have identified other areas within the Courthouse like the second story area of the internal lobby as an area for artwork. We have not designed it or worked with another group. We have a rich history of working with other organizations and artists with projects. We are familiar with the requirements from the State and the City of Dover for archeological surveys. We will notify the State Historical and Cultural Affairs. As previously mentioned by Mr. Marcia, we do not propose any other major changes or revisions, but we are fully aware if we need to come back before you for those items we will. We are working on advancing the Parcel and Lot Consolidation. There is one parcel (The Shank 11 13

Item 1. CITY OF DOVER HISTORIC DISTRICT COMMISSION APRIL 21, 2022 Shack) that is very close to going to settlement and everyone agrees. We are aware that we need permits including building and signs for the project. Chairman Czerwinski asked if there were any additional questions from the Historic District Commission members. Ms. Horsey asked for a point of clarification about the landscaping. She understood what was previously mentioned about trees not been planted on the northbound South Governors Avenue frontage. She wanted to know if any other type of the plantings could go there? Mr. Taylor replied that it is up to the City of Dover Electric Department because it is their utility going in that area. They have requested it to go into that area in case they would need to access in case there is any issue in the future. It has to be on a property and there is about 5-foot on the backside of the sidewalk to our property line that we cannot touch because it is in the DelDOT right-of- way. Therefore, we are left with the 10-foot setback. Mr. Lenihan also replied if they could get any type of plantings or flowers, they would pursue that. They are proposing trees along Water Street side of the Courthouse. Mr. Street mentioned that not to disagree with Chairman Czerwinski because they were great points. He has seen the presentation for the second time. This is the second time a new application has come in that has at least been considerate of the architecture of the city. He liked what you tried to do on the Water Street side because that is a challenging side due to the change in grade and building elevation. Having worked in the Bank Lane area, he liked what you are trying to do in the Bank Lane area which almost mimics the visual of what is on The Green. He can appreciate that, so thank you. Mr. Czerwinski opened the public hearing to those in the room and also those in the virtual meeting. Also, in the virtual audience was Ms. Addie Spicer that is involved with the project team. Ms. Dina Carol Vendetti, President of the Central Delaware Chamber of Commerce mentioned that she was present to enthusiastically support the project. She too has heard the presentation three times and there is much about this project that they are excited about. They are excited about the additional foot traffic Downtown, the potential use of the parking garage, bringing people closer to the historic area and having them understand that there are things there to avail themselves of and there are ways to learn about the rich history of our area. We like the rendering and design of the building. They understand the safety factor and that the building needs to be bigger than the current Courthouse. There is only so much that you can do with a great big building to make it look like the area. We felt like the design team did a really good job. Although, it does not look like a historic building, there is a balance there that kind of ties it into the area. When you approach the City of Dover from either the west or the south, we like the idea that this is what you will see instead of the often-overlooked corner that you currently see. For us it is what is good for the businesses. This is something that would be very good for the businesses in that area. Our Board have put their heads together and decided to support this project. 12 14

Item 1. CITY OF DOVER HISTORIC DISTRICT COMMISSION APRIL 21, 2022 Mr. Adam Gerber, Past President on behalf of the Kent County Bar Association mentioned that they supported the building and the design. There is definitely a need for more space and parking as he appears before the Court few times throughout the year. Mr. Czerwinski closed the public hearing to those in the room and also those in the virtual meeting after seeing no one else wishing to speak. Mrs. Melson-Williams noted the letter received from Central Delaware Chamber of Commerce on 4-21-22. The letter was provided to all members of the Historic District Commission members. The letter reflects the comments that Ms. Vendetti just made about their support of this project, both the Courthouse and Parking Garage. There were no additional questions from the Historic District Commission members. Mr. Street moved for approval of the Architectural Review Certification for Application HI-22- 03 and Staff Recommendation Report and Addendum, the Alternative Bulk Standards- Consideration of 25-foot Rear Yard Setback as well as the request of a 6-foot height fence in the rear. The motion was seconded by Ms. Horsey and approved 3-0 with one member abstaining due to conflict of interest. Roll Call Vote Ms. Horsey – Yes Mr. Street – Yes Ms. Mason – Abstaining due to conflict of interest Mr. Czerwinski – Yes NEW BUSINESS Review of Permits Referred to Commission -There was none. Updates on Permit Activity Update on 304 South State Street Building: Building Permit #22-589 filed for Building Repairs Mrs. Melson-Williams mentioned that an update summary was included in the packet. The east wall collapsed on this property in October 2019. The building was condemned and declared a dangerous building at that time. There were steps taken to stabilize and board the front wall under a Permit that was issued in that timeframe. There were several years of discussion with the property owner. In 2022, the ownership of the property has changed, and the new property owner is 304 South State Street, LLC. Under new ownership, the wall will be rebuilt as it previously was. There will be some modern construction and the interior work will help hold the wall. The ownership entity is the contractor that was involved in the initial stabilization which included removal of very decorative cast iron window headers. Mr. Street asked if the building was condemned? He mentioned the building has been a dangerous building for quite some time. You were not allowed to go on the third floor for a reason. Mrs. Melson-Williams replied it is considered a Dangerous Building. There were apartment and office units on the upper floors. The building has an active Code Enforcement case and may be under the 13 15

Item 1. CITY OF DOVER HISTORIC DISTRICT COMMISSION APRIL 21, 2022 Vacant Building provisions. Mr. Street mentioned that he was glad to see that the building was going to be built back up and restored. Ms. Horsey agreed and is delighted that it changed ownership. She asked what the timeline was for restoring the building. Mrs. Melson-Williams replied they went to settlement in early March. The Permit was received in our office the first week in April. The Permit should be approved by our office by April 22, 2022. She was not aware if they had any supply issues with getting materials to start the process. Ms. Mason asked if the contractor who is purchasing the property if they purchased to keep the building or resell the building. Mrs. Melson-Williams replied she was not sure of the intended outcome for the future use of the building. Chairman Czerwinski mentioned that it is good news. This property reminded him of a property several years ago on Bradford Street (a Dutch Colonial duplex) that needed repair and the contractor did a really good job. Mrs. Melson-Williams mentioned it was the duplex immediately north of The People’s Church. OLD BUSINESS Certified Local Government (CLG) Program Mrs. Melson-Williams mentioned that there were no updates. Implementation of 2019 Comprehensive Plan Mrs. Melson-Williams mentioned that there were no updates. She mentioned that the Historic District area was expanded with this last project (Rezoning Application). Ms. Mason moved to adjourn the meeting, seconded by Ms. Horsey, and unanimously carried 4-0. Roll Call Vote to Adjourn the Meeting Ms. Horsey – Yes Ms. Mason-Yes Mr. Street – Yes Mr. Czerwinski – Yes Meeting adjourned at 5:12 PM Sincerely, Maretta Savage-Purnell Secretary 14 16

City of Dover Historic District Commission Summary of Applications 2022 Item 2. Updated thru May 10, 2022 FILE# PLAN NAME LOCATION TYPE ACTION STATUS HI-22-01 Referral of Fence 502 -506 S. State Fence Permit Permit #21-1556 referred to HDC by Permit Application received 11/18/2021 Permit #21-1556 Street and 100 W. City Planner for consultation on and Referred to the HDC for consultation. at 506 S. State Water Street Architectural Review Certification; Permit approved for issuance per HDC Street 1/20/2022 HDC recommended action of 1/20/2022. Permit issued approval of ArchRevCert to allow 1/24/2022 and fence construction revised height of 6-feet for black metal underway. fence. HI-22-02 Lands of the State 411 S Governors Rezoning to H Public Hearing and Review by HDC on Request to expand boundary of the Historic of Delaware at S. Avenue, 429 S (Historic District 3/24/2022; Recommended Approval District as Rezoning Application HI-22-02/Z- Governors Governors Avenue, Zone) of Rezoning 22-01. Public Hearing and Review by Avenue and W. 435 S Governors Planning Commission on 3/21/2022 - Water Street: Avenue, 439 S Recommendation of Approval; Public Rezoning to H Governors Hearing and Review by Historic District Avenue/117 W Commission on 3/24/2022 - Water Street, 441 S Recommendation of Approval; and Governors Avenue, scheduled for Public Hearing and Final 447 S Governors Action by City Council on 4/11/2022. Avenue HI-22-03 Kent County 415 S. Governors Site Plan Review for Public Hearing and Review for Site development plan for new Courthouse Family Avenue and 445 S. Architectural Recommendation on Architectural Building, Parking Garage Structure, and Courthouse & Governors Avenue; Certification Review Certification scheduled for HDC associated Site Improvements. For Review Parking Garage East side of S. 4/11/2022 by HDC and future application to the Governors Avenue Planning Commission to be filed. between Bank Lane and W. Water St HI-22-04 Referral of Permit 527-529 S. State Permit for Parking Permit #22-661 referred to HDC by City Permit Application received 4/20/2022 and #22-661 at 527- Street Improvements Planner for consultation on Referred to the HDC for consultation. 529 S. State Architectural Review Certification; Project for construction of seven parking Street scheduled for 5/19/2022 Meeting spaces on the property. HI-22-05 Delaware Public 121 Martin Luther Architectural Review Project referred to HDC by City Planner Proposed Roof Project Referred to the HDC Archives: King Jr. Boulevard Certification for consultation on Architectural for consultation. Project design Consultation on North Consultation Review Certification; scheduled for consideration of alternative materials for Roof Project 5/19/2022 Meeting Roof Replacement Project. 17

City of Dover Historic District Commission Summary of Applications 2021 Item 2. Updated thru May 10, 2022 FILE# PLAN NAME LOCATION TYPE ACTION STATUS HI-21-01 Referral of Sign 46 S Bradford Street, Sign Permit Permit #21-188 referred to HDC by City Permit Application received 3/2/2021. Permit #21-188 The Peoples Church Planner on 3/9/2021 for consultation Resubmission of revised Sign Design per The Peoples on Architectural Review Certification; HDC recommendation received in order to Church at 46 S 3/18/2021 HDC recommended process Permit subject to conditions. Bradford St approval of ArchRevCert subject to Permit issued 5/17/2021. conditions HI-21-02 Referral of Fence 4 The Green, Mixed Fence Permit Permit #21-147 referred to HDC by City Permit Application received 2/16/2021. Permit #21-147 at Use Building Planner on 3/9/2021 for consultation Applicant revised fence material choice on 4 The Green on Architectural Review Certification; 3/16/2021 to black metal picket style fence 3/18/2021 HDC recommended and HDC recommended approval. Permit approval of ArchRevCert for revised review completed per ArchRevCert and material choice issued 3/25/2021. Fence installed. HI-21-03 Referral of 129 S Bradford St Demolition Permit - Permit #21-316 referred to HDC by City Permit Application received 4/1/2021 on Demolition Building Planner on 4/6/2021 for consultation demolition of entire building. Referred to Permit #21-316 on Architectural Review Certification; HDC for Review on 4/15/2021.Permit Building at 129 S 4/15/2021 HDC recommended review completed per ArchRevCert and Bradford St approval to allow for demolition. issued 5/6/2021. Demolition underway. HI-21-04 Lands of King of 30 The Green (and Site Plan for Parking Review for Architectural Review Site Plan filed for review by Historic District Clubs, LLC: 123 Bank Lane) Lot Improvements Certification of Site Plan; Public Commission. Administrative Site Plan Parking Lot Hearing and Review scheduled for HDC review is underway. Improvements are Improvements on 7/15/2021 associated with future Kent County Family Court Project. HI-21-05 Referral of 401 S. Governors Demolition Permit - Permit #21-1036 referred to HDC by Permit Application received 8/6/2021 for Demolition Avenue Building City Planner on 8/11/2021 for demolition of entire building and site. HDC Permit #21-1036 consultation on Architectural Review reviewed on 8/19/2021 and granted Building at 401 S. Certification; scheduled for 8/19/2021 approval of the Architectural Review Governors Ave HDC Meeting Certification. 18

City of Dover Historic District Commission Summary of Applications 2021 Item 2. Updated thru May 10, 2022 FILE# PLAN NAME LOCATION TYPE ACTION STATUS HI-21-06 Referral of 46 S Bradford Street, Administrative Permit #21-1501 referred to HDC by Permit Application received 11/8/2021. Building Permit The Peoples Church Building Permit City Planner on 11/9/2021 for Reviewed by HDC on 11/18/2021 and #21-1501 consultation on Architectural Review granted Architectural Review Certification Drainage Certification; scheduled for per Staff Recommendations. Permit issued Improvement at 11/18/2021 HDC Meeting 2/9/2022. Project underway. the Peoples Church at 46 S Bradford St 19

Summary of Permit Applications with Architectural Review Certification Item 3. 2022 - Updated Thru 4-30-2022 DATE PERMIT # LOCATION TYPE ACTION ON ARCHITECTURAL NOTES REVIEW CERTIFICATE 1/24/2022 21-1556 506 S State St, Office Fence Permit Referral of Permit to HDC for Installation of new black metal Buildings Consultation 1/20/2022. Revised fence revised to be 6-feet in height. project granted ArchRevCert. HI-22-01. Fence Installed. 1/13/2022 22-74 147 S New Street, Tastee's Administrative Building Permit Building Inspector Approval only. No Replacement Permit for Permit #19- Chicken & Seafood ArchRevCert required for interior 1579 related to tenant fit-out for Restaurant work. restaurant use. 2/9/2022 21-1501 46 S Bradford Street, The Administrative Building Permit Referral of Permit to HDC for Drainage Improvements including People's Church Consultation 11/18/2021. Project stormwater management facility in granted ArchRevCert. side yard. HI-21-06 2/8/2022 22-96 201 W Loockerman Street, Building Permit - Interior Staff Approval. No ArchRevCert Interior renovations for tenant fit- Dove's Restaurant Renovations required for interior work. out of kitchen, etc. for restaurant and second floor office. 3/24/2022 21-1304 5 E Reed Street, Weyant Fence Permit Staff Approval. Installation of black metal fence Hall around utility equipment (generator) area. 4/27/2022 22-175 145 S New Street Building Permit - Interior Staff Approval. Interior renovations for residential Renovations apartments. New Permit to replace expired Permit for project. 4/20/2022 22-561 54 S State Street, Building Permit - Shed Staff Approval. Placement of shed at rear of Presbyterian Church building near alley. Not visible from 4/13/2022 22-616 307 S State Street, Office Sign Permit Staff Approval. bli Installation (of projecting ) sign on existing bracket. 4/20/2022 22-617 527 S State Street A Building Permit - Interior Staff Approval. No ArchRevCert Interior renovations to existing Renovations required for interior work. apartment unit and common space in basement area. 4/20/2022 22-618 527 S State Street B Building Permit - Interior Staff Approval. No ArchRevCert Interior renovations to existing Renovations required for interior work. apartment unit. 20

Item 3. Dover Air Force Base (DAFB) Compatible Use Study PUBLIC WORKSHOP Tuesday, May 17, 2022 5:30 – 7:30 p.m. To join via Zoom: https://deldot- gov.zoom.us/j/84704454648?pwd=OTJUaUZBUTc2ejNCS2RHQVpDTVdsQT09 Meeting ID: 847 0445 4648 To attend in-Person: DelDOT Administration Building- East 1st Floor South Entrance- Delaware Room 800 Bay Road Dover, DE Project Website: https://deldot.gov/projects/Studies/dafb/ The Delaware Department of Transportation (DelDOT) along with its consultants is holding a Public Workshop to solicit public input on the Dover Air Force Base Compatible Use Study. The workshop will introduce the public to the purpose, planning process, schedule and the initial data gathering phase. The public is invited to attend anytime between 5:30 and 7:30. The schedule is as follows: 5:45 to 6:15: A live presentation with Q & A will be presented both in person and via zoom. 6:15 to 7:30: The in-person public is invited to view the project information and direct comments and questions to project staff. The virtual attendees will be provided links to the project information, including videos and mapping. Questions and comments will be accepted live over zoom. The recorded presentation will be available after the meeting on the project website listed above. Comments will be received during the workshop, submitted online, or can be sent via email to dotpublic@delaware.gov or Humaira.Nabeela@delaware.gov 21

Item 4. City of Dover ARCHITECTURAL REVIEW REPORT Referral by City Planner to Historic District Commission Meeting of May 19, 2022 Permit: Building Permit #22-661 Location: 527-529 South State Street, Dover Located at the northeast corner of South State Street and Elm Terrace Tax Parcel: ED-05-077.09-05-47.00-000 File Number: HI-22-04 Present Zoning: RGO (General Residence and Office Zone) H (Historic District Zone) SWPOZ (Source Water Protection Overlay Zone) Referral of Permit: The following application Building Permit #22-661 for 527-529 South State Street is referred by the City Planner to the Historic District Commission for consultation regarding the issuance of the Architectural Review Certificate for construction of seven (7) parking spaces on the property. Applications for certain types of construction activity within the Historic District Zone (H) are reviewed by the City Planner (or Staff as designated) for Architectural Review Certification as part of the Building Permit application review process. Staff is referring the Permit for review under the provisions of Zoning Ordinance, Article 10 Section 3.22(A) and (B). See below. Section 3.22 Architectural review certification by the city planner. (A) An architectural review certificate for specific classes of building permits, including fences, signs, siding, window and door replacement, roofing, the addition or replacement of decorative features, minor demolition, residential additions, and other construction of a minor nature, may be issued by the city planner, after a review and determination that the proposed construction is in general accordance with the standards set forth in subsection 3.25. (B) The city planner may refer any permit application for demolition or construction in the historic district for consultation with commission. Permit Proposal: Building Permit #22-661 was filed on April 20, 2022 for a project to construct a series of seven (7) parking spaces at the rear of the property adjacent to an alley just north of the street known as Elm Terrace. This is a project to create an area of pull-in parking space from the alley to serve as off-street parking for the property. The parking area is proposed as a blacktop area and will require the removal of several trees. They have indicated two new tree plantings to replace the trees removed. Each parking space is to be 9 feet by 20 feet. See attached Permit Application Form and Plan Sheets. P. O. Box 475 Dover, DE 19903 Community Excellence Through Quality Service 22

Item 4. HI-22-04 Referral of Permit #22-661 for 527-529 S. State Street Staff Report to the Historic District Commission Page 2 of 4 Property Information: The project site is located with the local Historic District Zone (H) and subject to the provisions of the Zoning Ordinance, Article 3 §21 and referenced sections. This property is also located within the boundaries of a National Register Historic District, specifically the Dover Green Historic District. The building is a listed as a contributing resource of this National Register Historic District. Provided below is the building summary from the building inventory listing found within the National Register nomination completed for the Dover Green Historic District (nomination completed 1973-76, amended 1979, 1984). The building is identified as K-394.76 in the Delaware Cultural Resource Survey. K-394.76 527/529 S. State Street – John Banning House, Old Academy – 1770s; brick 2 ½- story, 4-bay Georgian style dwelling. Currently a double dwelling (two bays each), the structure was built as a shop plus dwelling. Later it was occupied by the Dover academy. Exterior walls are stuccoed. The gable roof features a modillioned box cornice Windows are 6/6 sash. The two entries at the center of the façade are finished with transoms. The house is built on a raised basement. Concrete stairs to the entries have a wrought iron railing. (c) A series of historic maps were reviewed by Planning Staff for preliminary information on this block of South State Street. The subject site, the John Banning House (Old Academy Building) is located on the east side of the street. The 1859 A.D. Byles Map of Kent County (Dover insert) shows this building labeled as the “Academy” as the southernmost building in a series of dwellings fronting the east side of South State Street with Christ Church further to the east. The building is again labeled as the “Academy” on the 1868 Beers Map published by Pomeroy & Beers. This block of residences continues to be shown on the 1885 Bird’s Eye View of Dover and the 1887 Map of the Town of Dover by W.R. Roe which shows the building owner now as L.W. Thillson’s Estate. The series of Sanborn Fire Insurance Maps is also a reference source for information on the building which occupied this property over time. The 1897-1929 Sanborn Maps series show this property with a two-and-a-half story house with later one story porch additions to east side of the building. This map series also shows the neighboring properties and the changes associated with the neighborhood including the gradual disappearance of the residential dwellings fronting South State Street. The area of Elm Terrace is developed as a residential neighborhood between 1919 and 1929, as the 1929 Sanborn Fire Insurance Map show the street Elm Terrace connecting to South State Street and continuing east with a series of houses. This property was previously reviewed for Architectural Review Certification in 2013 for construction of a Parking Lot (parking spaces and access drive aisle) project encompassing a majority of the rear yard of the property (HI-13-01/S-13-03). That plan has expired, and the property also has a new owner. Staff Review of Permit for Architectural Review Certification: Project activities are reviewed for compliance with the Zoning Ordinance and the Design Standards and Guidelines for the City of Dover Historic District Zone as stated in Zoning Ordinance, Article 10 Section 3.25(A). 23 2

Item 4. HI-22-04 Referral of Permit #22-661 for 527-529 S. State Street Staff Report to the Historic District Commission Page 3 of 4 3.25 Architectural review standards. (A) An architectural review certificate may be issued if it is found that the architectural style, general design, height, bulk and setbacks, arrangement, location and materials and structures affecting the exterior appearance are generally in harmony with neighboring structures and complementary to the traditional architectural standards of the historic district as set forth in the historic district design guidelines and standards adopted by the planning commission and as set forth in the United States Secretary of the Interior's Standards for Rehabilitation. In reviewing the proposed project for Architectural Review Certification, Staff referenced various sections of Chapter 3: Maintenance, Repair, Preservation and Restoration of Existing Historic Buildings of the Design Standards and Guidelines for the City of Dover Historic District Zone which presents the Recommended, Not Recommended, and Inappropriate approaches to construction of various elements in the Historic District. This Request should be reviewed for conformity with the design criteria and development guidelines found in the Design Standards and Guidelines for the City of Dover Historic District Zone. Specifically, Chapter 3 page 3-27 includes the discussion of Parking Lots in the Historic District zone indicating that Parking Lots should be screened from the street and landscaped. Staff also looked at the provisions for parking in the Zoning Ordinance. The Zoning Ordinance prohibits parking in the front yard setback and between the principal building and the street in the RGO zoning district. Also, for multiple dwellings (buildings with more than two dwelling units), parking spaces are required to be three feet from property lines. Based on the number of dwelling units on the property, seven (7) parking spaces would be required; however, a reduction of the parking requirement can be considered. The upright curbing for permanent parking areas and drive aisles is required in the requirements of Article 6 Section 3.6(b) of the Zoning Ordinance. However, a waiver can be considered to eliminate the curbing requirement. Staff Findings and Recommendation from Review of Building Permit: Staff findings and recommendations are summarized as follows for the proposed parking space project as presented in Permit #22-661. 1) Staff recommends conditional approval of the Architectural Review Certificate for the addition of the parking spaces at the property of 527-529 South State Street. This recommendation is made subject to the following conditions and suggested revisions. The following conditions are recommended by Staff to improve project’s compliance with the recommended guidelines of the Design Standards and Guidelines and the Zoning Ordinance. a. Staff recommends that only six (6) parking spaces be constructed; thus, allowing for compliance with the required setback of three feet from the side property line and from the property line along Elm Terrace. There are on-street parking opportunities in the general area to accommodate visitors. b. Require the implementation of landscape screening at the north and south ends of the parking area. This landscape planting should of an evergreen variety of shrubs and maintained to form a hedge. 24 3

Item 4. HI-22-04 Referral of Permit #22-661 for 527-529 S. State Street Staff Report to the Historic District Commission Page 4 of 4 c. Staff will not require upright curbing for construction of the parking area. The lack of curbing will allow for stormwater run-off into adjacent grass areas and is more in keeping with the character of the residential area. d. Staff recommends implementation of some method to limit a vehicles ability to travel onto the grass of the backyard as parking on grass is prohibited. This may be implemented with a black metal posts or fencing (less than 4 feet in height), landscape planting beds or container pots, etc. 2) Some of the site improvements/amenities were not specifically described with the application information. Please provide information for consideration and discussion. a. Ensure proposed trees are appropriate to urban planting setting. b. Consider construction of a brick or concrete sidewalk/pathway leading from the parking area to the building or sidewalks/pathways leading to the sidewalk frontage sidewalk along Elm Terrace. c. Identify location of storage area for Dumpsters (trash and recycling cans) to serve the dwelling units. These are required to be screened from view when not placed curbside on collection day(s). 3) As access to the parking spaces is from the alley, the applicant will need work with the City of Dover Department of Public Works regarding this connection to the alley. A Right-of- Way Permit may be required. 4) The applicant should be aware of the potential for historic archaeological resources which may include previous building locations, wells, privies, etc. on the property. The State Division of Historical & Cultural Affairs can provide technical assistance when dealing with archaeological resources including previous studies at the subject location. 5) In the event, that major changes and revisions to the design, materials, or site layout occur contact the Department of Planning and Inspections. These changes may require resubmittal for review. Advisory Comments and Recommendations: 1. The applicant shall be aware that issuance of a Permit is required prior to the commencement of construction. The Permit Application will be subject to the conditions of approval established and may be required to be updated, if necessary, to comply with these conditions established through the Architectural Review Certification process. Historic District Commission Action The Historic District Commission should consider the proposal for the parking spaces project and take action in regard to the Architectural Review Certification for the Permit #22-661. The Historic District Commission may add conditions for the in order to comply with the character of the property within the Historic District. Attachments: • Building Permit #22-661 Application Form and Permit submission Plan documents • Design Standards and Guidelines for the City of Dover Historic District Zone, Chapter 3, page 3-27. 25 4

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Item 4. 306 S NEW STREET ©2021 BETHLEHEM, PA 18015 10'-0"BACK) ET (SIDE S ADJACENT LOT 521 S STATE ST. ALLEY 30'-0" BACK) ET (REAR S 149' DEMO/RELOCATE PROJECT LOCATION EXISTING TREES 15'-0"TBACK) (FRONT SE 65.4' S STATE 527-529 S STATE ST. STREET 65.4' 2022.02.21 EXISTING TREE PROJECT: RENOVATION OF DUFFY DUPLEX RESIDENCE 10'-0" SETBACK) 527-529 S STATE ST. DOVER, DE 19901 149' DATE: 02/21/2022 (SIDE PROJECT NO.: 22-0008 REVISION DATE NOTES: NOT FOR CONSTRUCTION RRACE ELM TE 1 EXISTING/DEMO SITE PLAN SCALE: 1" = 10'-0" N PROFESSIONAL ENGINEER SEAL STATE OF PENNSYLVANIA EXISTING/DEMO SITE PLAN SITE PLAN LEGEND SITE PLAN SYMBOLS PROPERTY LINE SCALE: AS NOTED EXISTING TREE PROPERTY SETBACK SIDEWALK BOUNDARY GRASS BOUNDARY DEMO TREE C-1.0 DRAWN BY: FJM CHECKED BY: JM 28

Item 4. 0" 30' - ) ACK R S ETB (REA 306 S NEW STREET ©2021 BETHLEHEM, PA 18015 0" 20' - ENGINEER OF RECORD .) (TYP GLENWOOD ENGINEERING " 1' - 2 44 N 15TH STREET ALLENTOWN, PA 18102 1 " .) 9' - 0 E (TYP (SID 0" 10' - 2 149' K) BAC SET 0" 15' - K) BAC (FRO N T SET 3 NEW/REPLANTED 65.4' ALLEY PROJECT LOCATION TREES 4 S STA TE ST 5 R EET PROJECT: RENOVATION 6 OF DUFFY DUPLEX 7 RESIDENCE 7/8" 1' - 2 527-529 S STATE ST., DOVER DE 19901 65.4' E (SID DATE: 03/23/22 0" 10' - PROJECT NO 22-0008 K) BAC REVISION DATE SET 149' NOTES: CE T ERRA ELM ACE TERR ELM S STA TE ST NOTE: PROPOSED SITE R EET GC TO REPLANT NEW OR RELOCATE EXISTING TREES IN ACCORDANCE w/ APPENDIX B - ZONING, ARTICLE 5, SECTION 16 OF CODE OF ORDINANCES CITY OF DOVER, PLAN DELAWARE. NOTE: PROPERTY SETBACK REQUIREMENTS FROM PROPERTY LINE ARE IN ACCORDANCE w/ APPENDIX B - ZONING, ARTICLE 4, SECTION 4.2 TABLE CODE OF ORDINANCES CITY OF DOVER, DELAWARE. SCALE: AS NOTED 1 PROPOSED SITE PLAN 1" = 10'-0" COPYRIGHT NOTICE: REFLECT DESIGN GROUP LLC REPRODUCTION OF MATERIAL AND OR QUOTATIONS SHOWN OR DEPICTED 2021 C-1.1 DRAWN BY: CHECKED BY: Checker Author ON PLANS OR IN SPECIFICATIONS WITHOUT PERMISSION OF REFLECT DESIGN GROUP LLC VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND 29 WILL BE SUBJECT TO LEGAL PROSECUTION.

Item 5. MEMORANDUM City of Dover, Delaware Department of Planning & Inspections P.O. Box 475 Dover, Delaware 19903 Phone: 302.736.7196 Fax: 302.736.4217 DATE: May 10, 2022 TO: Historic District Commission FROM: Planning Office SUBJECT: HI-22-05 Delaware Public Archives: Consultation on Roof Project The Planning Office has been contacted regarding an upcoming Roof Project at the Delaware Public Archives Building. Staff recommended consultation with the Historic District Commission on the project as they are looking at a series of material options for the replacement of the roof. This was added to the Meeting Agenda of May 19, 2022 for discussion. HI-22-05 Delaware Public Archives: Consultation on Roof Project – Architectural Review Certification Consultation on materials regarding a Roof Project at the Delaware Public Archives building. The property is zoned IO (Institutional and Office Zone) and subject to the H (Historic District Zone) and the SWPOZ (Source Water Protection Overlay Zone). The property is located on the north side of Martin Luther King Jr. Boulevard North in the block bounded by Legislative Avenue and East Loockerman Street. The owner of record is State of Delaware. The property address is 121 Martin Luther King Jr. Boulevard North. Tax Parcel: ED-05-077.09-05-13.00-000. Council District 4. See the attached Letter of Submission from Studio JAED and attachments of drawings and material information. • Letter dated May 10, 2022 on Delaware Public Archives Roof Replacement Project. • Photo Series of Building, Existing Roof, and Roof Material Options • Material Information Sheets on Architectural Grade Asphalt Shingle, Synthetic Slate Shingle, and Standing Seam Metal Panel • Roof Plan Diagram The Design Standards and Guidelines for the City of Dover Historic District Zone discuss Roofing beginning on page 3-9 to 3-11. A copy of this is also provided. The Delaware Public Archives Building is located in the Capitol Square Context area of the Historic District. The subject roof area is on the Building Addition that was constructed under Applications MI-96-13 Hall of Records - Building Addition and Site Plan S-97-01 Delaware State Archives Building Addition & Parking. Planning Staff is retrieving these original application files to check for any information on the roof materials in the consideration for Architectural Review Certification for the Building Addition project; we will report at the Meeting. This Roof Replacement project will be subject to a future Building Permit Application. 30

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Item 5. HEADQUARTERS 2500 WRANGLE HILL ROAD 302.832.1652 PHONE FOX RUN OFFICE PLAZA, SUITE 110 302.832.1423 FAX BEAR, DE 19701 ARCH ITECTS ENG INEER S FAC ILIT IES S OLUT IONS May 10, 2022 City of Dover Inspections Department City Hall 15 Loockerman Plaza Dover, DE 19901 Attn: Dawn Melson-Williams, AICP RE: Delaware Public Archives Roof Replacement Submission for Historic District Commission Review Steep Slope Roof Materials Dear Ms. Melson-Williams: Please accept StudioJAED’s submission of the Delaware Public Archives Roof Replacement for review by the Historic District Commission. Because of persistent leaks, the State of Delaware is proposing to replace the existing standing seam metal roofs at the wing of the building that was completed in 2000. No work is proposed for the original, 1938 building. The roof generally consists of two parts; a low-slope area which covers most of the building and a steep-slope portion which wraps the perimeter of the building. Both parts of the roof are currently covered with standing seam roof panels. We are proposing to replace the low-slope roof with a white thermoplastic polyolefin (TPO) roof system. This is a single ply roof membrane, proven in low-slope applications with simple details at seams, transitions and flashings. For the steep-slope roof that is exposed to view from the street, we are proposing three options for review: 1. Architectural Grade Asphalt Shingle 2. Synthetic Slate Shingle 3. Standing Seam Metal Panel The architectural asphalt shingle system provides a lifetime warranty with simple detailing. The system is easy to install and easy to repair. The synthetic slate system is designed to reflect the scale, texture and color of natural slate. The system provides a 20-year warranty. Detailing is similar to asphalt shingles, but the materials are more difficult to work with. 35

Item 5. Page 2 The standing seam metal panel is a replacement-in-kind for the current roof material. The system provides a 20-year warranty. Details at transitions and flashings are complicated to make and difficult to repair. These transition details appear to be the source of a number of leaks in the existing roof. We are looking for the Historic District Commission’s recommendations as we move forward with design and documentation for the project. We appreciate your assistance with this matter and look forward meeting with the Historic District Commission. Sincerely, Paul Guggenberger, AIA, NCARB, LEED-AP Project Architect StudioJAED 36

This drawing is the property of StudioJAED Item 5. and is prepared for the exclusive use of its clients at the location indicated. No other use is authorized or intended. LEGEND MARYLAND OFFICE EXISTING ROOF SYSTEM TO REMAIN FACILITIESSOLUTIONS 213 FRONT STREET, P.O. BOX 254 NO WORK IN THIS AREA NO WORK THIS AREA Email: info@StudioJAED.com REMOVE EXISTING, LOW SLOPE, CRUMPTON, MARYLAND 216285 STANDING SEAM METAL ROOF SYSTEM. INSTALL NEW THERMOPLASTIC POLYOLEFIN (TPO) PROVIDENCE OFFICE ROOF SYSTEM. REMOVE EXISTING STEEP SLOPE, 42 WEYBOSSET STREET, STE. 403 Website: www.StudioJAED.com STANDING SEAM METAL ROOF. ARCHITECTS ENGINEERS INSTALL NEW STEEP SLOPE ROOF. PROVIDENCE, RHODE ISLAND 02903 · OPTION 1: PREMIUM, ARCHITECTURAL-GRADE, ASPHALT SHINGLE GAF, HD REFLECTOR SERIES. · OPTION 2: SYNTHETIC SLATE SHINGLE. P: (401) 648-0884 BORAL, INSPIRE CLASSIC SLATE. NO WORK · OPTION 3: STANDING SEAM METAL ROOF PANEL. THIS AREA BERRIDGE, PREWEATHERED GALVALUME ALUMINUM. DELAWARE OFFICE 2500 WRANGLE HILL ROAD, STE. 110 BEAR, DELAWARE 19701 P: (302) 832-1652 REVISIONS NO WORK THIS AREA MARK DESCRIPTION DATE - - - 121 MARTIN LUTHER KING JR. BLVD. NORTH DELAWARE NO WORK THIS AREA STATE OF DELAWARE ROOF REPLACEMENT PROJECT PUBLIC ARCHIVES BUILDING DOVER, DE 19901 PROJECT SHEET TITLE 2000 ADDITION 1938 ORIGINAL BUILDING ROOF PLAN 1 ROOF PLAN DRAWN CHK'D PROJECT NO. AM PG 21108 1 SCALE : 3/64" = 1'-0" SHEET NO. 1 37

EXISTING STREET VIEW PROJECT - MARK SHEET NO. AM DRAWN STATE OF DELAWARE SHEET TITLE This drawing is the property of StudioJAED ROOF REPLACEMENT PROJECT CHK'D ARCHITECTS ENGINEERS FACILITIESSOLUTIONS Item 5. 2 PG - and is prepared for the exclusive use of its DELAWARE DESCRIPTION REVISIONS Website: www.StudioJAED.com Email: info@StudioJAED.com PUBLIC ARCHIVES BUILDING DELAWARE OFFICE PROVIDENCE OFFICE MARYLAND OFFICE clients at the location indicated. No other 121 MARTIN LUTHER KING JR. BLVD. NORTH 2500 WRANGLE HILL ROAD, STE. 110 42 WEYBOSSET STREET, STE. 403 213 FRONT STREET, P.O. BOX 254 EXISTING STREET VIEW 21108 PROJECT NO. - BEAR, DELAWARE 19701 PROVIDENCE, RHODE ISLAND 02903 CRUMPTON, MARYLAND 216285 DATE DOVER, DE 19901 P: (302) 832-1652 P: (401) 648-0884 38 use is authorized or intended.

GENERAL VIEW COMPLICATED JOINTS AND TRANSITIONS COMPLICATED JOINTS AND TRANSITIONS SEALANT AT FAILING JOINTS MOISTURE IN TRANSITION JOINTS EPDM LAYED OVER STANDING SEAM ROOF PROJECT - MARK SHEET NO. AM DRAWN STATE OF DELAWARE SHEET TITLE This drawing is the property of StudioJAED ROOF REPLACEMENT PROJECT CHK'D ARCHITECTS ENGINEERS FACILITIESSOLUTIONS Item 5. 3 PG - and is prepared for the exclusive use of its DELAWARE DESCRIPTION REVISIONS Website: www.StudioJAED.com Email: info@StudioJAED.com PUBLIC ARCHIVES BUILDING DELAWARE OFFICE PROVIDENCE OFFICE MARYLAND OFFICE clients at the location indicated. No other 121 MARTIN LUTHER KING JR. BLVD. NORTH 2500 WRANGLE HILL ROAD, STE. 110 42 WEYBOSSET STREET, STE. 403 213 FRONT STREET, P.O. BOX 254 - BEAR, DELAWARE 19701 PROVIDENCE, RHODE ISLAND 02903 CRUMPTON, MARYLAND 216285 EXISTING DETAIL VIEWS PROJECT NO. 21108 DATE DOVER, DE 19901 P: (302) 832-1652 P: (401) 648-0884 39 use is authorized or intended.

GAF TIMBERLINE HD DATA SHEET PEWTER GRAY - DETAIL VIEW PEWTER GRAY - INSTALLED VIEW PROJECT - MARK SHEET NO. AM DRAWN STATE OF DELAWARE SHEET TITLE This drawing is the property of StudioJAED OPTION 1 ROOF REPLACEMENT PROJECT CHK'D ARCHITECTS ENGINEERS FACILITIESSOLUTIONS Item 5. 4 PG - and is prepared for the exclusive use of its DELAWARE DESCRIPTION REVISIONS Website: www.StudioJAED.com Email: info@StudioJAED.com PUBLIC ARCHIVES BUILDING ASPHALT SHINGLE DELAWARE OFFICE PROVIDENCE OFFICE MARYLAND OFFICE clients at the location indicated. No other 121 MARTIN LUTHER KING JR. BLVD. NORTH 2500 WRANGLE HILL ROAD, STE. 110 42 WEYBOSSET STREET, STE. 403 213 FRONT STREET, P.O. BOX 254 21108 PROJECT NO. - BEAR, DELAWARE 19701 PROVIDENCE, RHODE ISLAND 02903 CRUMPTON, MARYLAND 216285 DATE DOVER, DE 19901 P: (302) 832-1652 P: (401) 648-0884 40 use is authorized or intended.

BORAL INSPIRE SELL SHEET COACHMAN MIX - INSTALLED VIEW COACHMAN MIX (Charcoal Black, Mist Grey, Steel Grey) - DETAIL VIEW .\A$Cfe069de5.dib PROJECT - MARK SHEET NO. AM DRAWN STATE OF DELAWARE SHEET TITLE This drawing is the property of StudioJAED OPTION 2 ROOF REPLACEMENT PROJECT CHK'D ARCHITECTS ENGINEERS FACILITIESSOLUTIONS Item 5. 5 PG - and is prepared for the exclusive use of its DELAWARE DESCRIPTION REVISIONS Website: www.StudioJAED.com Email: info@StudioJAED.com PUBLIC ARCHIVES BUILDING SYNTHETIC SLATE DELAWARE OFFICE PROVIDENCE OFFICE MARYLAND OFFICE clients at the location indicated. No other 121 MARTIN LUTHER KING JR. BLVD. NORTH 2500 WRANGLE HILL ROAD, STE. 110 42 WEYBOSSET STREET, STE. 403 213 FRONT STREET, P.O. BOX 254 21108 PROJECT NO. - BEAR, DELAWARE 19701 PROVIDENCE, RHODE ISLAND 02903 CRUMPTON, MARYLAND 216285 DATE DOVER, DE 19901 P: (302) 832-1652 P: (401) 648-0884 41 use is authorized or intended.

ATAS 1-1/2" FIELD LOK TIN MATTE STAINLESS STEEL - DETAIL VIEW TIN MATTE STAINLESS STEEL - INSTALLED VIEW PROJECT - MARK SHEET NO. AM DRAWN STATE OF DELAWARE SHEET TITLE This drawing is the property of StudioJAED ROOF REPLACEMENT PROJECT OPTION 3 CHK'D ARCHITECTS ENGINEERS FACILITIESSOLUTIONS Item 5. 6 PG - and is prepared for the exclusive use of its DELAWARE DESCRIPTION REVISIONS Website: www.StudioJAED.com Email: info@StudioJAED.com PUBLIC ARCHIVES BUILDING DELAWARE OFFICE PROVIDENCE OFFICE MARYLAND OFFICE STANDING SEAM clients at the location indicated. No other 121 MARTIN LUTHER KING JR. BLVD. NORTH 2500 WRANGLE HILL ROAD, STE. 110 42 WEYBOSSET STREET, STE. 403 213 FRONT STREET, P.O. BOX 254 21108 PROJECT NO. - BEAR, DELAWARE 19701 PROVIDENCE, RHODE ISLAND 02903 CRUMPTON, MARYLAND 216285 DATE DOVER, DE 19901 P: (302) 832-1652 P: (401) 648-0884 42 use is authorized or intended.

Item 5. EverGuard® TPO 45 mil Membrane Information Sheet Updated: 6/18 43

Item 5. Why TPO • Great Value—Excellent performance at a 45M I L MEMBRANE cost-effective price • Excellent Seam Strength—Heat-welded seams provide greater seam strength to taped and other seams • Long-term Weathering—Excellent long-term heat and UV resistance • Energy Saving—Highly reflective and emis- Fall River Courthouse, Fall River, Massachusetts sive white roof can help reduce energy costs and urban heat island effect • CREST Energy Savings Calculator—See your • RhinoBond® Application...can be applied potential savings at cool.gaf.com without using adhesives and installed prac- • Versatile Application Method tically year round. Qualifies for the same guarantee length as an adhered system.* Why GAF EverGuard® TPO • Outperforms standard TPO in heat aging • Adhered Application...can be installed with EverGuard® 1121 Bonding Adhesive (sol- and UV tests—the best predictors of TPO performance vent-based), EverGuard® Low VOC Adhesive, - After accelerated heat aging at 275°F or EverGuard® WB181 Bonding Adhesive (135°C) for 105 days, EverGuard® 60 mil (water-based) for the smoothest appearance. TPO showed no cracking—while every one Provides excellent wind uplift performance. of the competitors’ samples had failed! - UV testing—Greater than 2.5 times the Accessories industry standard (ASTM D6878 weather Field fabrication of TPO accessories is time-con- resistance test) suming, costly, and inconsistent, and can lead to •Guarantees are available up to 20 years unreliable details that compromise a watertight when using EverGuard® TPO 45 mil roofing system. EverGuard® TPO prefabricated Membrane.* accessories deliver consistent quality and elim- • Easier to install due to: inate the worry and problems often associated - Large welding window with field fabrication. They can also boost pro- - Most complete line of accessories ductivity up to 200%,** while reducing installed - 10’ (3.05 m) wide sheets cost by up to 12%. Installation *See applicable guarantee for complete coverage and restrictions. **Based on GAF estimate to field-fabricate flashing details. EverGuard® TPO 45 mil Membrane is suitable for all types of single-ply systems: • Mechanically Attached Application...for a quick and cost-effective system that can be installed practically year-round. California TPO membranes meet the Title 24 performance requirements Compliant of ICC ER-6030 U.S. only gaf.com 44

EverGuard® TPO 45 mil Membrane Item 5. Applicable Standards UL Listed, FM Approved, Miami-Dade County Product Control Approved, State of Florida Approved, CRRC Rated, Title 24 Compliant*, ENERGY STAR® Certified**, ASTM D6878. EverGuard® Physical Properties ASTM Test Method ASTM D6878 Minimum Typical Test Data 1. Certain data is provided in MD (machine direction) x CMD (cross machine direction) format. 2. Data is based upon typical product performance, and is subject to normal manufacturing tolerance and variance. Nominal Thickness ASTM D751 0.039" (min.) (0.99 mm) 0.045" (1.14 mm) Breaking Strength ASTM D751 Grab Method 220 lbf/in. (38.5 kn/m) 280 lbf x 270 lbf (417.2 x 402.3 kg/m) Factory Seam Strength ASTM D751 66 lbf (98.34 kg/m) 110 lbf (membrane failure) (163.9 kg/m) Elongation at Break ASTM D751 15% 30% 90% Retention of Breaking Strength Heat Aging ASTM D573 100% and Elongation at Break Tear Strength ASTM D751 8" x 8" (203 x 203 mm) Sample 55 lbf (81.95 kg/m) 100 lbf x 120 lbf (149 x 178.8 kg/m) Puncture Resistance FTM 101C Method 2031 Not Established 290 lb. (131 kg) Cold Brittleness ASTM D2137 -40°C -40°C Permeance ASTM E96 Not Established 0.08 Perms Dimensional Change ASTM D1204 @158 F (70 C), 6 hrs. ° ° +/-1% 0.4% Water Absorption ASTM D471 @158°F (70°C), 1 week +/-3.0% max. 0.7% Hydrostatic Resistance ASTM D751 Method D Not Established 380 psi No visible deterioration @ 7 x No visible deterioration @ 7 x Ozone Resistance ASTM D1149 magnification magnification SRI (Solar Reflectance Index) 94/81 N/A N/A Initial/Aged 83 Aged Title 24 ASTM C1549 N/A 0.76/0.68 Reflectivity (white) Initial/Aged ASTM E903 N/A 81.9% Reflectance ASTM C1371 N/A 0.90/0.83 Emissivity (white) Initial/Aged ASTM E403 N/A 0.94 Weather Resistance ASTM G155/D6878 10,080 KJ/(m2 . nm) at 340 nm >20,000 KJ/(m2 . nm) at 340 nm Heat Aging ASTM D573 240°F (115°C) for 32 weeks 60 weeks Thickness Above Scrim ASTM D7635 Min 30% of Total Thickness 15.8 mil (Nominal) Guarantee Up to 20 years *White Membrane Only **ENERGY STAR only valid in the U.S. ® Product Data 5’x 100’ 6’ x100’ 8’x100’ 10’x100’ 12’x100’ Roll Size (1.52 x 30.5 m) (1.83 x 30.5 m) (2.44 x 30.5 m) (3.05 x 30.5 m) (3.65 x 30.5 m) (500 sq. ft. [46.5 sq.m]) (600 sq. ft. [55.74 sq.m]) (800 sq. ft. [74.3 sq.m]) (1,000 sq. ft. [92.9 sq.m]) (1,200 sq. ft. [111.484 sq.m]) 128 lb. (58.1 kg) 153.6 lb. (69.7 kg) 204 lb. (93 kg) 256 lb. (116.1 kg) 307.2 lb. (139.3 kg) Roll Weight White, Tan, Gray Colors Storage Store rolls on their sides on pallets or shelving in a dry area. Safety Warning Membrane rolls are heavy. Position and install by at least two people. Note: Membrane rolls shipped horizontally on pallets, stacked pyramid-style and banded. Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. RhinoBond is a registered trademark of OMG. ® gaf.com45 ©2018 GAF 6/18 • #342

Item 5. STAINGUARD PLUS ™ ALGAE PROTECTION TY N A 25 RR WA ED IT M LI America’s #1-selling shingle just got better — again Now with GAF Time-Release Algae-Fighting Technology and LayerLock™ Technology, Timberline HDZ® offers everything you can expect from an architectural shingle roof, and more. 46

Item 5. 2 3 STAINGUARD WINDPROVEN ™ PLUS ™ INFINITE WIND ALGAE PROTECTION SPEED PROTECTION TY RO N O NTY A FI 25 RR N A G RR WA SY WA Timberline HDZ Shingles ® ED ST ED IT EM LI M MIT LI Benefits: Product details: Q LayerLock Technology — mechani- ™ Q Dura Grip sealant pairs with the ™ Product/System Specifics Q Fiberglass asphalt construction cally fuses the common bond microgranule surface of the Strike- Q D imensions (approx.): 13 1/4 " x 39 3/8 " between overlapping shingle layers Zone™ nailing area. Then, an asphalt (337 x 1,000 mm) Q Exposure: 5 5/8 " (143 mm) to-asphalt monolithic bond cures for Q Up to 99.9% nailing accuracy — Q Bundles/Square: 3 durability, strength, and exceptional Q Pieces/Square: 64 the StrikeZone™ nailing area is so wind uplift performance. Q StainGuard Plus™ Algae Protection 2 easy to hit that a roofer placed 999 Limited Warranty out of 1,000 nails correctly in our test1 Q 25-year StainGuard Plus™ Algae Q Hip/Ridge: TimberTex ®; TimberCrest ®; Protection Limited Warranty against Seal-A-Ridge ®; Z® Ridge; Ridglass® 5 Q WindProven™ Limited Wind Q Starter: Pro-Start ®; QuickStart ®; blue-green algae discoloration.2 WeatherBlocker™ Warranty — when installed with Proprietary GAF Time-Release Algae - Applicable Standards & Protocols: the required combination of GAF Fighting Technology helps protect Q UL Listed to ANSI/UL 790 Class A Accessories, Timberline HDZ ® your shingles from unsightly stains. Q State of Florida approved Q Classified by UL in accordance with Shingles are eligible for a wind warranty with no maximum wind Q For the best look — use TimberTex ®  ICC-ES AC438 Q Meets ASTM D7158, Class H speed limitation3 Premium Ridge Cap Shingles or Q Meets ASTM D3161, Class F TimberCrest ® Premium SBS-Modified Q Meets ASTM D3018, Type 1 Q Meets ASTM D3462 4 Ridge Cap Shingles Colors: Q Miami-Dade County Product Control approved Q ICC-ES Evaluation Reports ESR-1475 and ESR-3267 Q M eets Texas Department of Insurance Requirements Q Rated by the CRRC; Can be used to comply with Title 24 Cool Roof Barkwood Birchwood Biscayne Blue Charcoal Copper Canyon requirements (some colors) † Lifetime refers to the length of warranty coverage provided and means as long as the original individual owner(s) of a single-family detached residence [or eligible second owner(s)] owns the property where the qualifying GAF products are installed. For other owners/structures, Lifetime coverage is not applicable. Lifetime coverage on shingles requires the use of GAF Lifetime Shingles only. See the GAF Shingle & Accessory Limited Warranty for complete coverage and restrictions. Visit gaf.com/LRS for qualifying GAF Driftwood Fox Hollow Gray Golden Amber Hickory Hunter Green products. Lifetime coverage on shingles and accessories requires the use of any GAF Lifetime Shingle and at least 3 qualifying GAF Accessories. See the GAF Roofing System Limited Warranty for complete coverage and restrictions. For installations not eligible for the GAF Roofing System Limited Warranty, see the GAF Shingle & Accessory Limited Warranty. Visit gaf.com/LRS for qualifying GAF products. 1 Results based on study conducted by Home Innovation Research Labs, an Mission Brown Oyster Gray Patriot Red Pewter Gray Shakewood independent research lab, comparing installation of Timberline HD® Shingles to Timberline HDZ® Shingles on a 16-square roof deck using standard 4-nail nailing pattern under controlled laboratory conditions. Actual results may vary. 2 25-year StainGuard Plus™ Algae Protection Limited Warranty against blue- green algae discoloration is available only on products sold in packages bearing the StainGuard Plus™ logo. See GAF Shingle & Accessory Limited Warranty for complete coverage and restrictions and qualifying products. 3 15-year WindProven™ limited wind warranty on GAF Shingles with LayerLock™ Slate Sunset Brick Weathered Wood White Williamsburg Slate Technology requires the use of GAF Starter Strips, Roof Deck Protection, Ridge Cap Shingles, and Leak Barrier or Attic Ventilation. See GAF Roofing 398640-1221 Harvest Blend Colors 5 System Limited Warranty for complete coverage and restrictions. Visit gaf.com/LRS for qualifying GAF products. For installations not eligible for the GAF Roofing System Limited Warranty, see the GAF Shingle & Accessory Limited Warranty. 4 Periodically tested by independent and internal labs to ensure compliance ©2021 GAF 12/21 • #875 • RESGN467HDZ with ASTM D3462 at time of manufacture. 5 Harvest Blend colors are only available on TimberTex® Ridge Cap Shingles, Seal-A-Ridge® Ridge Cap Shingles, and TimberCrest® Premium SBS- Golden Harvest Cedar Falls Modified Ridge Cap Shingles. Appalachian Sky Nantucket Morning Note: It is difficult to reproduce the color clarity and actual color blends of these products. Before selecting your color, please ask to see several full-size shingles. LIFETIME † LIMITED WARRANTY TERM 47 We protect what matters most ™

Item 5. 48

Item 5. set your sights higher w i t h Achieve new heights in authenticity, beauty, and quality with Inspire Roofing Products. Tr anscending other brands, Inspire® slate and shake products provide the industry’s finest artistry through natural textures and unique color palettes that will Enhance your home. Authentic textures and hues, crisp edges, and defined detail bring sublime beauty to every Inspire home. Crafted using molds cast from the finest natural materials; Inspire delivers the rich and stunning aesthetics of authentic hand-cut slate or the warmth of genuine hand-split cedar shakes, without the weight or cost. Inspire ® products also help protect your home from the elements with Class 4 Hail Impact Resistance, 110-mph Wind Uplift Performance and Fire Rating’s that meet local requirements*. Inspire ® roofing products do not require vigorous maintenance and are environmentally sustainable and energy efficient. All Inspire ® roofing products are backed by our transferable, 50-Year, Limited Lifetime Warranty. *See details on page 22. 49 1 2

Item 5. The Merits of Luxury Luxury is defined as a state of great comfort and elegance. The advantages of true luxury products increase over time. The more time you spend using them, the more you appreciate them. It comes at a price because it delivers both value and pleasure. Something of true quality will validate your choice every day that you enjoy it and every time that you look at it. It will bring you peace of mind as well as the pleasure of enjoying its enduring style and performance. Born of technology, Inspire ® perfectly imitates noble materials while providing the distinct advantages of advanced manufacturing processes and product design without compromising aesthetics and performance. Unsurpassed Beauty and Superior Performance are the quintessential qualities that define Luxury, and precisely why discerning homeowners choose Inspire ® Roofing Products for their homes. Choose nothing less than the best for your home. ALEDORA™ SLATE | COACHMAN 50 3 4

Item 5. Aledora ™ Classic Arcella ™ Color Mix s l at e s l at e shake program The Natural Beauty of Elegance, Tradition, Rustic Aesthetics, Superior Available for Aledora™ Slate and Classic Slate Slate Roofing. Performance. Performance. roofing, our Inspire Color Mix program allows ® you to choose as many as six different colors for Aledora™ Slate offers the finest aesthetics and Inspire Classic Slates’ textured surfaces and ® Arcella™ Shake offers the warm, rustic aesthetics of an Aledora™ Slate mix and up to five colors for a craftsmanship available, delivering the beauty of an deckled edges are modeled from authentic hand-split cedar shake, without the maintenance Classic Slate mix to create a roofing color palette authentic hand-cut, natural slate at a fraction of the natural slates, imparting a controlled uniformity and safety concerns of wood. Arcella™ Shake’s that is uniquely yours. With Inspire mixes, there ® cost and weight. Variable widths and multiple colors that epitomizes natural slate roofing. Classic Slate advance polymer composite technology insures our is never any need to shuffle tiles from multiple and hues integrated artistically into every tile match delivers the appearance of a natural slate roof products will not rot, crack, split, warp, or require the bundles prior to installation. Each bundle from the unique appearance of natural slate that will while offering lightweight, low-cost, durability and maintenance of wood. Authentic colors and subtle Inspire Roofing Products comes factory-sorted enhance the curb appeal and value of any home. cutting edge, environmentally conscious material shade variations create an inviting, natural look in and ready for application. Create your own mix technology that goes into every slate. every piece of Arcella™ wood shake while helping to that fits your homes style. mitigate the risks of fire, hail or wind. Natural Look Durable Lightweight Natural Look Durable Lightweight Natural Look Durable Lightweight Customizable 51 5 6

Item 5. Aledora Colors ALEDORA™ SLATE | COACHMAN ™ | sl at e The authentic hand-cut, thick slate appearance and varying widths of Aledora™ Slate compliment the unique blended colors and tones that make it the most beautiful slate alternative on the market today. ASH GREY | CR-731 Cool Roof SAGE GREEN | 815 MIST GREY | 803 WHEAT | CR-736 Cool Roof BRANDYWINE | 806 WINTERGREEN | CR-792 Cool Roof CRRC: 1134-0020 / Ref: .35 / Emi: .96 / SRI: 41 CRRC: 1134-0023 / Ref: .3 / Emi: .89 / SRI: 31 Evergreen (730), Ash Grey (731), Granite (732), Graphite (733) GRAPHITE | CR-733 Cool Roof OLIVE | 814 STEEL GREY | 804 RED CEDAR | CR-738 Cool Roof CONCORD | 789 BRUNSWICK | 791 CRRC: 1134-0022 / Ref: .28 / Emi: .97 / SRI: 32 CRRC: 1134-0024 / Ref: .26 / Emi: .91 / SRI: 27 Steel Grey (804), Brandywine (806), Mist Grey (803), Steel Grey (804) Olive (814), Sage Green (815) Olive (814), Sage Green (815) GRANITE | CR-732 Cool Roof EVERGREEN | CR-730 Cool Roof CHARCOAL BLACK | 801 RED ROCK | 809 NOTTINGHAM | 788 COACHMAN | 790 CRRC: 1134-0021/ Ref: .28 / Emi: .96 / SRI: 32 CRRC: 1134-0019 / Ref: .30 / Emi: .96 / SRI: 34 Charcoal Black (801), Steel Grey (804) Charcoal Black (801), Mist Grey (803), Brandywine (806), Olive (814) Steel Grey (804) 52 7 The printed colors shown in this brochure may vary from actual available colors. Always use actual product samples for color selection. 8

Aledora ™ Item 5. sl at e | Color Combinations «Luxury is not a necessity to me, but beautiful and good things are.» ROOF BODY ACCENTS - Anais Nin Aledora Slate™ CONCORD ROOF BODY ACCENTS ROOF BODY ACCENTS WHEAT RED CEDAR ROOF BODY ACCENTS ROOF BODY ACCENTS STEEL GREY NOTTINGHAM ROOF BODY ACCENTS ROOF BODY ACCENTS CHARCOAL SAGE GREEN BLACK ALEDORA™ SLATE SW | NOTTINGHAM 53 9 The printed colors shown in this brochure may vary from actual available tile colors. Always use actual product samples for color selection. 10

Item 5. Classic Colors CLASSIC SLATE | STEEL GRAY | sl at e Beautiful textured surfaces and edges that impart a controlled uniformity that epitomizes natural slate roofing enhance the natural color pallet of our Classic Slate. ASH GREY | CR-731 Cool Roof SAGE GREEN | 815 MIST GREY | 803 RED ROCK | 809 CONCORD | 789 A* CRRC: 1134-0011/Ref: .34/Emi: .90/SRI: 37 C* CRRC: 1134-0002/Ref: .32/Emi: .91/SRI: 35 GRANITE | CR-732 Cool Roof OLIVE | 814 STEEL GREY | 804 | BRANDY WINE | 806 NOTTINGHAM | 788 WINTERGREEN | CR-792 Cool Roof A* CRRC: 1134-0012/Ref: .30/Emi: .92/SRI: 33 Evergreen (730), Ash Grey (731) C* CRRC: 1134-0003/Ref: .30/Emi: .87/SRI: 31 Granite (732), Graphite (733) GRAPHITE | CR-733 Cool Roof EVERGREEN | CR-730 Cool Roof CHARCOAL BLACK | 801 GREY/BLACK BLEND | 718 COACHMAN | 790 BRUNSWICK | 791 A* CRRC: 1134-0013/Ref: .30/Emi: .90/SRI: 32 A* CRRC: 1134-0010/Ref: .30/Emi: .92/SRI: 33 C* CRRC: 1134-0004/Ref: .29/ Emi: .88/SRI: 30 C* CRRC: 1134-0001/Ref: .29/Emi: .92/SRI: 31 54 11 *See details on page 22 The printed colors shown in this brochure may vary from actual available colors. Always use actual product samples for color selection. 12

Classic Item 5. sl at e | Color Combinations ROOF BODY ACCENTS GREY/BLACK BLEND ROOF BODY ACCENTS ROOF BODY ACCENTS BRANDYWINE RED ROCK ROOF BODY ACCENTS ROOF BODY ACCENTS STEEL GREY CONCORD Classic Slate «Luxury is in each detail.» - Hubert De Givenchy ROOF BODY ACCENTS ROOF BODY ACCENTS BRUNSWICK COACHMAN CLASSIC SLATE | BRUNSWICK 55 13 The printed colors shown in this brochure may vary from actual available tile colors. Always use actual product samples for color selection. 14

Item 5. Arcella Colors ARCELLA™ SHAKE | WEATHERED GREY ™ | shake The warm, rustic aesthetics of hand-split cedar shakes come to life with Arcella™ Shake’s authentic colors and subtle shade variations that create an inviting, natural look in every piece. RUSTIC CEDAR | 754 WHEAT | CR-736 Cool Roof ASH GREY | CR-731 Cool Roof CRRC: 1134-0023 / Ref: .3 / Emi: .89 / SRI: 31 CRRC: 1134-0020 / Ref: .35 / Emi: .96 / SRI: 41 NEW CEDAR | 752 WEATHERED GREY | 750 GRAPHITE | CR-733 Cool Roof EVERGREEN | CR-730 Cool Roof CRRC: 1134-0022 / Ref: .28 / Emi: .97 / SRI: 32 CRRC: 1134-0019 / Ref: .30 / Emi: .96 / SRI: 34 RED CEDAR | CR-738 Cool Roof CEDAR BROWN | 751 GRANITE | CR-732 Cool Roof AGED CEDAR | 753 CRRC: 1134-0024 / Ref: .26 / Emi: .91 / SRI: 27 CRRC: 1134-0021/ Ref: .28 / Emi: .96 / SRI: 32 56 15 The printed colors shown in this brochure may vary from actual available colors. Always use actual product samples for color selection. 16

Arcella ™ Item 5. shake | Color Combinations ROOF BODY ACCENTS WEATHERED GREY ROOF BODY ACCENTS ROOF BODY ACCENTS CEDAR BROWN NEW CEDAR Arcella Shake ™ « 3 words to sum it up ; ROOF BODY ACCENTS ROOF BODY ACCENTS Class, Elegance and Style.» AGED CEDAR RUSTIC CEDAR ROOF BODY ACCENTS ROOF BODY ACCENTS GRAPHITE WHEAT ARCELLA™ SHAKE | CEDAR BROWN VW 57 17 The printed colors shown in this brochure may vary from actual available tile colors. Always use actual product samples for color selection. 18

Sustainability without Compromise. Item 5. Aledora Slate | Cool Roof Mix ™ Cool Roof Colors Sustainability without Compromise. You do not have to compromise the beauty of your home to be sustainable. Inspire Roofing ® Inspire ’ s innovative color technology, available on Aledora™ Slate, Classic Slate and ® Products offer a wide pallette of Cool Roof Colors that promote environmentally sustainable living Arcella™ Shake profiles, reflects the sun’s energy, keeping your home cooler and reducing by decreasing your home’s carbon footprint and energy consumption by as much as 15%. the need for air conditioning while lowering its carbon footprint and heat island effect. ALEDORA™ SLATE | CUSTOM MIX 58 19 20

Item 5. ALEDORA ALEDORA ™ SLATE ™ | Single SLATE Width WIDTH SINGLE ALEDORA ALEDORA ™ SLATE ™ - STARTER SLATE STARTER ALEDORA ALEDORA ™ SLATE - HIP AND RIDGE ™ SLATE HIP AND RIDGE Weight / Weight / Pieces / Item #699*** Exposure Width Height Piece Bundle Square Pallet Truck Item #602*** Width HeightWeight / Weight / Pieces / Item #601*** Width Length Exposure Preformed Pitch Item #699*** Exposure Width Height Piece Bundle Square Pallet Truck Item #602*** Width Height Piece Bundle Bundle Item #601*** Width Height Exposure Preformed Pitch Piece Bundle Bundle Max: 8” Can Max: 8” at be installed 12” 18” weight 1.25 lbs. 30 lbs. 180 lbs. 1,440 lbs. 42,000 lbs. Can be6”installed to 8” at 12” 18” weight 1.25 lbs. 30 lbs. 180 lbs. 1,440 lbs. 42,000 lbs. MAINTAIN 1/2” GAP 12” 12” 14” 14” 1.6 lbs1.7 lbs40 lbs. 41 lbs. 24 24 12” 12” 18” 18” 6” - 8” 6”-8” 3/12 - 3/12 - 18/12 18/12 6” to 8” MAINTAIN 1/2” GAP pieces 1 24 144 1,152 33,600 Weight Weight / Weight / Weight Pieces / Tiles/ Pieces / Liner LinerFeet Feet pieces 1 24 144 1,152 33,600 Tiles / Liner/ Foot Pieces Liner Foot Liner Liner Feet Feet /Bundle / Bundle /Bundle Pieces / BundleLiner Foot /PiecePieceBundle Liner Foot /Bundle X X X X Bundle /Bundle bundles — — 6 48 1,344 1.5 25 bundles — — 6 48 1,344 1.25 lbs. 30 lbs. 24 1.5 16.67 1 24 1.25 lbs. 30 lbs. 24 1.5 16.67 squares — — — 8 224 TEST squares — — — 8 224 TESTING PERFORMED RESULTS Aledora and Classic Slate pallets — — — — 28 pallets — — — — 28 Fire Rating In accordance with UL790 / ASTM E108 Class A* or Class C Fire Rated System ™ ALEDORA ALEDORA SLATE ™ | VariedVARIED SLATE Width WIDTH CLASSIC Hail Rating SLATE - STARTER In accordance with UL2218 CLASSIC SLATE Class- 4HIP AND RIDGE Item #698*** Exposure Width Height Piece Bundle Square Pallet Truck Class A - Item #391*** Weight / Weight In accordance / Pieces with ASTM G154 /Xenon Class Arc AChamber - Item #293*** Tile exhibited Width Height Width virtually Lengthno fade and with no trace of cracking, Exposure spallingPitch Preformed Item #698*** Exposure Width Height Piece Bundle Square Pallet Truck Accelerated Class C - ItemUltra Violet Exposure #392*** Piece Bundle Bundle Class C - Item #296*** 9,500+ hours or deformation Max: 8” Max: 8” 6”, 8”, 10”, Can be installed 6”, 8”, 18” weight — 28.5 lbs. 171 lbs. 1,368 lbs. 38,304 lbs. Up to 110 mph. No water infiltration through sheathing. No tiles blew off, Can be installed 12”10”, 18” weight — 28.5 lbs. 171 lbs. 1,368 lbs. 38,304 lbs. Wind Driven Rain / Wind Uplift12” 13-1/2” In 1accordance lbs. 25 TASlbs100-95;25 UL 580 12” 18” 6”-7.5” 3/12 - 18/12 at 6” to 8” 12” tore or blew upward at 6” to 8” pieces — 32 192 1,536 43,008 pieces — 32 192 1,536 43,008 Freeze-Thaw Cycle Weight of / Weight or / Pieces / Liner Feet / Pieces / Liner FootIn accordance Linerwith FeetASTM C666/C666M / Bundle No signs damage crackingPieces after 300+ cycles / Bundle Piece Bundle Liner Foot Bundle bundles — — 6 48 1,344 bundles — — 6 48 1,344 Water Absorption In accordance with ASTM C272 No appreciable weight gain 1 25 1.5 lbs. 38 lbs. 25 1.6 15.6 squares — — — 8 224 squares — — — 8 224 Water Permeation In accordance with ASTM E96/E96M Tile shown to be impermeable pallets — — — — 28 pallets — — — — 28 Florida Building Code Org. FL#7409, FL#16269, FL#16856; ICC ESR-2745; Texas Department of Insurance RC-404; CCRR-0188 APPROVALS: CLASSIC SLATE | Single Width WIDTH Florida Building ™ Code Org. FL#7409, FL#16269, FL#16856; ICC ESR-2745; Texas Department of Insurance RC-404; CCRR-0188 CLASSIC SLATE SINGLE ARCELLA CLASSIC SHAKE SLATE - STARTER STARTER ARCELLASLATE CLASSIC ™ SHAKE - HIPAND HIP AND RIDGERIDGE *Contact Inspire Roofing Products for specific application requirments for UL Class A rated systems. Class A: Item #191*** Weight / Weight / Pieces / Item #500*** Exposure ClassC:A:Item Item#192*** #191*** Exposure Width Height Piece Bundle Square Pallet Truck Item #502*** Width Height Weight / Weight / Pieces / Class A - Item #293*** Width Length Preformed Pitch Class Class C: Item #192*** Exposure Width Height Piece Bundle Square Pallet Truck CLASSIC Item #391*** SLATE Width STARTER Height Piece Piece Bundle Bundle CLASSIC Item Bundle Bundle Class C - Item #296*** SLATE HIP AND RIDGE #501*** Width Width Requirements Exposure Preformed Pitch Max: 7-1/2” 10.25” for Max: Can be7-1/2” installed 12” 18” weight 1.5 lbs. 38 lbs. 240 lbs. 2,400 lbs. 42,500 lbs. Class A - Item #391*** Weight / Weight / Pieces / Class A - Item #293*** Width Height Width Height Roof SlopeExposure> 5:12 Preformed-Pitch 4/12 Can betoinstalled at 6” 7-1/2” 12” 18” weight 1.5 lbs. 38 lbs. 240 lbs. 2,400 lbs. 42,500 lbs. 12” Class C - Item #392*** 12” 13-1/2” 14” 1 lbs. 25 Piece 1.7 lbs. lbs 25 Bundle 24 41 Bundle Class C - Item #296***12” 12” 18 24” 6”-7.5” 18/12#500*** 3/12- -8/12 at 6” to 7-1/2” MAINTAIN 1/2” GAP 9.25” for 9/12 - 14/12 - #501*** pieces 1 25 160 1,600 28,000 12” 13-1/2” 1 lbs. 25 lbs 25 Weight 12” Weight / 18” Roof Slope 4:12-5:12 Tiles/ 3/12 - 18/12 6”-7.5” Liner Feet pieces 1 25 160 1,600 28,000 Tiles / Liner Foot Liner Feet / Bundle Pieces /Bundle /Piece Bundle Weight / Weight / Liner Foot /Bundle X Pieces / Liner Foot X Liner Feet / Bundle Pieces / Bundle Liner Feet / Bundle Liner Piece Weight Bundle Weight / Tiles/ bundles — — 6.4 64 1,120 Tiles bundles — — 6.4 64 1,120 1 / Liner Foot Liner Feet / Bundle 15.625 38 lbs. Bundle Pieces 1.5 lbs. /Piece 25 /Bundle 2 Liner Foot Feet 12.5 /Bundle 1 24 squares — — — 10 175 *Contact Inspire Roofing Products for specific application requirements for UL Class A 1.7 ® ratedlbs. 17 lbs. systems. 10 8.33 squares — — — 10 175 1 15.625 1.5 lbs. 38 lbs. 25 2 12.5 pallets — — — — 18 pallets — — — — 18 ARCELLA™ ™ SHAKE | Varied Width TEST TESTING PERFORMED RESULTS FOR ARCELLA SHAKE VARIED WIDTH ARCELLA SHAKE STARTER ARCELLA SHAKE ARCELLA HIP HIP SHAKE ANDAND RIDGE RIDGE Fire Rating In accordance with UL790 / ASTM E108 Class A* or Class C Fire Rated System Item #599*** Exposure Width Height Piece Bundle Square Pallet Truck Weight Weight / Weight / Pieces / Weight / /Pieces Item/ #500*** Item #500*** Exposure Exposure Item #599*** Exposure Width Height Piece Bundle Square Pallet Truck Item #502*** Width Width Height Height Width WidthHeight Height Preformed Preformed Pitch Pitch Piece Piece Bundle Bundle Bundle Bundle Item #501*** Item #501*** Requirements Requirements Hail Rating In accordance with UL2218 Class 4 Max: 10-1/4” 10.25” for 10.25” for Can be 10-1/4” Max: installed at 10”, 7-1/2”, 5” 24” weight — 29 lbs. 210 lbs. 1,375 lbs. 30,250 lbs. Tile exhibited Roof virtually no >fade 5:12and with no trace of cracking, Accelerated Ultra Violet Exposure In accordance with ASTM G154 Xenon Arc Chamber 9,500+ hours Slope Roof Slope > 5:12 4/12 - 8/12 - #500*** 9-1/4” Can be or 10-1/4” installed at 10”, 7-1/2”, 5” 24” weight — 29 lbs. 210 lbs. 1,375 lbs. 30,250 lbs. 12” 12” 14” 14” 1.7 lbs. 41 1.7 lbs. 41 24 24 12” spalling24”or deformation. 4/12 - 8/12 - #500*** 9-1/4” or 10-1/4” MAINTAIN 1/2” GAP 12” 24” Up to 110 mph. No9.25” waterfor 9.25” infi for 9/12sheathing. ltration through - 14/12 - #501*** MAINTAIN 1/2” GAP Wind Driven Rain / Wind Uplift In accordance TAS 100-95; UL 580 9/12 - 14/12 - #501*** pieces — 24 175 1,152 25,344 No tiles blewRoof Slope Roof off, tore 4:12-5:12 Slope or blew 4:12- upward. Weight / NoWeight 5:12 signs of/ damage Liner Feet X X pieces — 24 175 1,152 25,344 Freeze-Thaw Cycle X Tiles / Liner Foot In accordance X Liner with FeetASTM C666/C666M / Bundle Pieces cracking after 300+ cycles. or /Bundle Piece Weight Bundle / Weight / / Liner BundleFeet bundles — — 7.32 48 1,056 Tiles / Liner Foot Liner Feet / Bundle Pieces /Bundle Water Absorption In accordance with ASTM C272 Piece No Bundle appreciable weight gain. / Bundle bundles — — 7.32 48 1,056 1.5 8.54 1.7 lbs. 17 lbs. 10 8.33 squares — — — 6.55 144 1.5 8.54 1.7 lbs. 17 lbs. 10 8.33 Water Permeation In accordance with ASTM E96/E96M Tile shown to be impermeable. squares — — — 6.55 144 pallets — — — — 22 Approvals: Florida Building Code Org. FL#7409, FL#16269, FL#16856; ICC ESR-2745; Texas Department of Insurance RC-404; CCRR-0188 pallets — — — — 22 *Contact Inspire Roofing Products for specific application requirements for UL Class A rated systems. 59 *** Indicates color number. Cover: Aledora VW 21 *** Indicates color number. 22

Item 5. A B O U T B O R A L R O O F I N G Boral Roofing LLC is a subsidiary of Boral USA and is the country’s largest premium provider of complete roofing and re- roofing solutions for architects as well as commercial and residential builders. Boral Roofing operates manufacturing plants throughout the US. A B O U T B O R A L N O RT H A M E R I C A Headquartered in Roswell, Georgia, Boral North America is a leader in key construction materials and building products markets with operations across the USA, Canada and Mexico. In 2017 Boral acquired Headwaters Incorporated, expanding Boral’s product offering and manufacturing and distribution footprint across North America. In construction materials, Boral has a national footprint and industry-leading position in the processing and distribution of fly ash – a by-product of coal combustion – as well as a Texas-based concrete block business, and Denver concrete and quarries operations. In building products, Boral manufactures and supplies cladding, roof tiles, windows and other light building products for residential and commercial markets nationally. Boral’s manufactured stone veneer includes leading brands Cultured Stone® by Boral ®, Boral Versetta Stone®, Eldorado Stone, Dutch Quality Stone and StoneCraft. Boral’s light building products portfolio includes Boral TruExterior ® Siding & Trim – a pioneer of the innovative poly-ash category of exterior building products – as well as shutters, gable vents, mounting blocks and tool systems. In roofing, Boral is a leading manufacturer of clay and concrete roof tiles, and also produces composite polymer and stone-coated metal roof tiles. Boral also has a 50% share of the Meridian Brick joint venture, a leading clay and concrete brick manufacturer which was formed with Forterra Brick in 2016. © 2018 Boral Roofing LLC BR120-1/18 800.971,4148 | InspireRoofing.com 60

Item 5. 2" FIELD-LOK™ SKU: FLR154, FLR195, FLR999 MATERIAL 2⅜" FIELD-LOK™ .032, .040 aluminum SKU: FLS137, FLS180 24, 22* ga. metallic coated steel 24 ga. 55% Al-Zn alloy coated steel with acrylic coating MATERIAL 16, 20 oz. copper*^ .032, .040 aluminum, .7 mm zinc*^ 24, 22* ga. metallic coated steel, .0197 classic & tin matte stainless steel*^ 24 ga. 55% Al-Zn alloy coated steel with acrylic coating ^Inquire for available panel widths PANEL SPECS PANEL SPECS Coverage: 13¾”, 18” Coverage: 15¼” , 19½” (Stiffening ribs standard, specify without ribs or striations) Custom widths available (Plank ribs standard, specify without ribs or striations) Minimum Length: 4’-0” Minimum Length: 4’-0” Seam Height: 2⅜” Seam Height: 2” AVAILABLE AVAILABLE Factory panel pre-notching available. Tapered Contact ATAS for specifics. Factory panel pre-notching available. Contact ATAS for specifics. TEXTURE Smooth or Stucco Embossed (available in 24 ga. steel & .032 & .040 aluminum) TEXTURE Smooth or Stucco Embossed (available in 24 ga. steel & .032 aluminum) MINIMUM SLOPE / :12 1 2 MINIMUM SLOPE www.atas.com/fls ½:12 www.atas.com/flr FLS Series standing seam panel features a Triple-Lok design 40 METAL ROOF PANELS | STANDING SEAM 61

Item 5. 1½" FIELD-LOK™ 1" FIELD-LOK™ SKU: FLM125, FLM165, FLM207, FLM999 SKU: FLL135, FLL175, FLL217, FLL999 MATERIAL MATERIAL .032, .040 aluminum .032, .040 aluminum 24, 22* ga. metallic coated steel 24, 22* ga. metallic coated steel 24 ga. 55% Al-Zn alloy coated steel with acrylic coating 24 ga. 55% Al-Zn alloy coated steel with acrylic coating 16, 20 oz. copper*^ 16, 20 oz. copper*^ .7 mm zinc*^ .7 mm zinc*^ .0197 classic & tin matte stainless steel*^ .0197 classic & tin matte stainless steel*^ ^Inquire for availabale panel widths ^Inquire for available panel widths PANEL SPECS PANEL SPECS Coverage: 12½”, 16½”, 20¾” Coverage: 13½”, 17½”, 21¾” Custom widths available* (Plank ribs standard, specify Custom widths available* (Plank ribs standard, specify without without ribs or striations) ribs or striations) Minimum Length: 4’-0” Minimum Length: 4’-0” Seam Height: 1½” Seam Height: 1” AVAILABLE AVAILABLE Tapered, Stretch Curved (Convex) Tapered, Stretch Curved (Convex) Factory panel pre-notching available. Factory panel pre-notching available. Contact ATAS for specifics. Contact ATAS for specifics. TEXTURE TEXTURE Smooth or Stucco Embossed (available in 24 ga. steel & Smooth or Stucco Embossed (available in 24 ga. steel & .032 aluminum) .032 aluminum) MINIMUM SLOPE MINIMUM SLOPE 2:12 depending on climate conditions 2:12 depending on climate conditions www.atas.com/flm www.atas.com/fll METAL ROOF PANELS | STANDING SEAM 41 62

Item 5. 2 3/8" FIELD-LOK Charcoal Grey Nitschmann Middle School 2" FIELD-LOK Dove Grey U.S. Coast Guard 63 42 METAL ROOF PANELS | STANDING SEAM

Item 5. 1 1/2" FIELD-LOK, CUSTOM Copper 1863 Club at Saratoga Race Track 1" FIELD-LOK Slate Grey Private Residence METAL ROOF PANELS | STANDING SEAM 43 64

Item 5. stock · MATTE · PREMIUM · NATURAL woodland · OXIDE · LAMINATE COLOR CHART 65 800.468.1441 |1

A leading manufacturer of sustainable building envelope technology, ATAS utilizes cool pigment Item 5. paint on many color offerings. Our products reflect infrared radiation, which results in cooler surface temperatures, and maximum fade resistance. Many of the ATAS products meet the qualifications for potential green building certification credits and industry ratings. See ATAS website for specific SRI values (www.atas.com/sri). Information on ATAS’ sustainable products can be found at www.atas.com/sustainability. 70% PVDF finish carries a limited warranty against fading and chalking. ATAS coated materials are non-staining and virtually maintenance free. Any surface residue is easily removed with conventional cleaning solutions or detergents. STOCK COLORS 70% PVDF resin based coatings provide high-performance durability for exterior and interior applications. These coatings are designed to resist fading, chalking, and abrasion. Meets the requirement of AAMA 2605-13 for aluminum substrates. Black (02) Classic Bronze (01) Medium Bronze (03) Hartford Green (27) Forest Green (11) Teal (19) Hemlock Green (30) Patina Green (12) Chocolate Brown (04) Boysenberry (25) Redwood (07) Mission Red (08) Sierra Tan (09) Rawhide (15) Concord Cream (05) Sandstone (06) Regal Blue (18) Slate Blue (21) Siam Blue (14) Rocky Grey (16) Charcoal Grey (62) Slate Grey (20) Dove Grey (13) Ascot White (10) Bone White (26) www.atas.com/colors 66 2 | www.atas.com

Item 5. MATTE FINISH Designed to simulate natural metal hues in a high-performance 70% PVDF paint system. Matte Black (32) Char Brown (29) Thunder Grey (34) Anchor Grey (37) Ash Grey (33) Almond (36) PREMIUM FINISH 70% PVDF resin based coatings, with premium pigmentation to obtain metallic or deep color for desired aesthetics. Antique Patina (24) Champagne (31) Coppertone (23) Titanium (35) Silversmith (28) Brite Red (17) NATURAL METALS Natural metals will weather and patina naturally over time, adding character and aesthetic appeal to any building design. In addition to natural metals, ATAS offers 55% Al-Zn alloy coated steel with acrylic coating and anodized aluminum as standard available materials. Grey Zinc (50)* Dark Zinc (51)* Brown Zinc (89)* Blue Zinc (94)* Red Zinc (95)* Green Zinc (96)* Clear Satin Anodized (70) Dark Bronze Anodized (71) 55% Al-Zn Alloy Coated Steel with Copper (49)* Classic Stainless Steel (40)* Tin Matte Stainless Steel (41)* Acrylic Coating (97) *Special material. Pricing and availability dependent upon project specifics. Color chips available upon request. 67 800.468.1441 |3

Item 5. WOODLAND SERIES Add the warmth of wood with the durability of metal to your next project. Copper Brown (42)* ATAS offers four classic woodgrain patterns with a 70% PVDF coating. The Woodland Series is available in .032 aluminum. Birch (57) Cedar (54) Driftwood (53) Walnut (55) OXIDE SERIES Made to look like weathered steel with a rust-like appearance, these color choices add a timeless appearance with a 70% PVDF finish to your project. Copper Brown (42) Tarnished Red (47) LAMINATE ATAS offers a stacked stone pattern stocked in .032 aluminum in 50” width. It is UV stable for exterior application. Stacked Stone (85) www.atas.com ATAS International, Inc. 800.468.1441 Allentown, PA | Mesa, AZ Stainless steel products provided by ROOFINOX®. Colors are as close to the actual colors as modern printing allows. Exact metal color chips available upon request (this is a requirement for all premium colors), and should be used for final color selection. If you have requirements or preference for colors or finishes other than shown, contact ATAS. Color availability varies by material, gauge and profile. ATAS is not responsible for colors selected from color chart. ATAS reserves the right to modify, eliminate and/or change its products without prior notification. All colors are produced under stringent guidelines 68 4 | www.atas.com and tolerances that are identified within the coated metal industry. Batch to batch variations may occur within these established industry tolerances. Care should be exercised by customer when mixing lots. Contact ATAS for more information. Please visit www.atas.com for the most up-to-date information. © 2020 ATAS International, Inc. LRD0121 LAT400