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05/15/2024 - Historic Preservation Commission - AGENDA - Regular Meeting
Page 1 Jim Rose, Chair Location: Bonnie Gibson, Vice Chair This meeting will be held Margo Carlock In person at Chambers, 300 LaPorte Chris Conway And remotely via Zoom Jenna Edwards Jeff Gaines Aaron Hull Staff Liaison: Tom Wilson Maren Bzdek David Woodlee Historic Preservation Manager Regular Meeting May 15, 2024 5:30 PM Historic Preservation Commission AGENDA Pursuant to City Council Ordinance No. 143, 2022, a determination has been made by the Chair after consultation with the City staff liaison that conducting the hearing using remote technology would be prudent. This hybrid Historic Preservation Commission meeting will be available online via Zoom or by phone and in person. The online meeting will be available to join beginning at 5:00 p.m. Participants should try to join online or in person at least 15 minutes prior to the 5:30 p.m. start time. IN PERSON PUBLIC PARTICIPATION: For public comments, the Chair will ask participants to queue at the podium to indicate you would like to speak at that time. You may speak when acknowledged by the Chair. ONLINE PUBLIC PARTICIPATION: You will need an internet connection on a laptop, computer, or smartphone, and may join the meeting through Zoom at https://fcgov.zoom.us/j/98864384557 . (Using earphones with a microphone will greatly improve your audio). Keep yourself on muted status. For public comments, the Chair will ask participants to click the “Raise Hand” button to indicate you would like to speak at that time. Staff will moderate the Zoom session to ensure all participants have an opportunity to comment. PUBLIC PARTICIPATION BY PHONE: Please dial 253-215-8782 and enter Webinar ID 98864384557. Keep yourself on muted status. For public comments, when the Chair asks participants to click the “Raise Hand” button if they wish to speak, phone participants will need to hit *9 to do this. Staff will be moderating the Zoom session to ensure all participants have an opportunity to address the Commission. When you are called, hit *6 to unmute yourself. Documents to Share: Any document or presentation a member of the public wishes to provide to the Commission for its consideration must be emailed to preservation@fcgov.com at least 48 hours before the meeting. Provide Comments via Email: Individuals who are uncomfortable or unable to access the Zoom platform or participate by phone are encouraged to participate by emailing comments to preservation@fcgov.com at least 48 hours prior to the meeting. If your comments are specific to any of the discussion items on the agenda, please indicate that in the subject line of your email. Staff will ensure your comments are provided to the Commission. Packet Pg. 1 Page 2 Fort Collins is a Certified Local Government (CLG) authorized by the National Park Service and History Colorado based on its compliance with federal and state historic preservation standards. CLG standing requires Fort Collins to maintain a Historic Preservation Commission composed of members of which a minimum of 40% meet federal standards for professional experience from preservation-related disciplines, including, but not limited to, historic architecture, architectural history, archaeology, and urban planning. For more information, see Article III, Division 19 of the Fort Collins Municipal Code. The City of Fort Collins will make reasonable accommodations for access to City services, programs, and activities and will make special communication arrangements for persons with disabilities. Please call 221-6515 (TDD 224-6001) for assistance. Video of the meeting will be broadcast at 1:00 p.m. the following day through the Comcast cable system on Channel 14 or 881 (HD). Please visit http://www.fcgov.com/fctv/ for the daily cable schedule. The video will also be available for later viewing on demand here: http://www.fcgov.com/fctv/video-archive.php. • CALL TO ORDER • ROLL CALL • AGENDA REVIEW o Staff Review of Agenda o Consent Agenda Review This Review provides an opportunity for the Commission and citizens to pull items from the Consent Agenda. Anyone may request an item on this calendar be “pulled” off the Consent Agenda and considered separately. Commission-pulled Consent Agenda items will be considered before Discussion Items. Citizen-pulled Consent Agenda items will be considered after Discussion Items. • STAFF REPORTS ON ITEMS NOT ON THE AGENDA • COMMUNITY PARTICIPATION ON ITEMS NOT ON THE AGENDA • CONSENT AGENDA 1. CONSIDERATION AND APPROVAL OF THE MINUTES OF APRIL 17, 2024 The purpose of this item is to approve the minutes from the April 17, 2024 regular meeting of the Historic Preservation Commission. 2. SINGLE-FAMILY RESIDENCE DEMOLITION NOTIFICATION – 1703 W. MULBERRY ST. The Consent Agenda is intended to allow the Commission to spend its time and energy on the important items on a lengthy agenda. Staff recommends approval of the Consent Agenda. Anyone may request an item on this calendar to be "pulled" off the Consent Agenda and considered separately. Agenda items pulled from the Consent Agenda will be considered separately with Commission-pulled items considered before Discussion Items and Citizen-pulled items considered after Discussion Items. Items remaining on the Consent Agenda will be approved by Commission with one vote. The Consent Agenda consists of: ● Approval of Minutes ● Items of no perceived controversy ● Routine administrative actions 3DFNHW3J Page 3 • CONSENT CALENDAR FOLLOW UP This is an opportunity for Commission members to comment on items adopted or approved on the Consent Calendar. • CONSIDERATION OF COMMISSION-PULLED CONSENT ITEMS Any agenda items pulled from the Consent Agenda by a Commission member will be discussed at this time. • DISCUSSION AGENDA 3. REPORT ON STAFF ACTIVITIES SINCE THE LAST MEETING Staff is tasked with an array of different responsibilities including code-required project review decisions on historic properties, support to other standing and special work groups across the City organization, and education & outreach programming. This report will provide highlights for the benefit of Commission members and the public, and for transparency regarding decisions made without the input of the Historic Preservation Commission (HPC). 4. PROGRESS REPORT – WILLIAM ROBB HISTORIC CONTEXT DESCRIPTION: The City of Fort Collins is completing a historic context study about William Robb, one of the area’s most influential and prolific mid-20th architects. This project is being sponsored by the City's Historic Preservation Services division, with grant funding support from the State Historical Fund. The goal of the project is to provide an historical overview and analysis to help City staff and community members understand the importance of Robb’s influence on the city’s built environment. Robb practiced in Fort Collins from the 1950s through the 1980s and is responsible for a sizeable percentage of the city’s most prominent architectural works from that time period, including many of our larger institutional buildings, local schools, office towers, etc. As the majority of mid-20th century construction in Fort Collins is now over fifty years of age, this context report will help distinguish what projects in Robb’s body of work should be preserved as significant examples of his contributions to the built environment of the city. PRESENTOR: Ron Sladek of Tatanka Historical Associates, Inc. STAFF: Jim Bertolini, Senior Historic Preservation Planner 5. EDUCATION WORKSHOP – ASIAN AMERICAN HISTORY PRIMER DESCRIPTION: Staff will provide a brief summary of known history and historic places related to the Asian American History in Fort Collins from the 1860s and beyond. This presentation is being given at a regular meeting as opposed to a work session to benefit the attending public. May is Asian American and Pacific Islander Heritage Month in the United States. STAFF: Jim Bertolini, Senior Historic Preservation Planner 3DFNHW3J Page 4 6.426 E. OAK ST. (HOTTEL/HOFFMAN HOUSE AND ASH PIT) – CONCEPTUAL LANDMARK DESIGN REVIEW DESCRIPTION: This item is to provide a conceptual review of a proposed new carriage house for the City Landmark at 426 E. Oak St., the Hottel/Hoffman House and Ash Pit. The proposed new 2 bed/2 bath building would be 746 square-feet and 1.5 stories in height. The owner is seeking initial feedback regarding their concept designs and their consistency with the US Secretary of the Interior’s Standards for Rehabilitation prior to commissioning construction drawings and seeking final approval from the HPC. APPLICANT/OWNER: Katherine Herr STAFF: Yani Jones, Historic Preservation Planner •CONSIDERATION OF CITIZEN-PULLED CONSENT ITEMS Any agenda items pulled from the Consent Agenda by a member of the public will be discussed at this time. •OTHER BUSINESS •ADJOURNMENT Packet Pg. 4 Agenda Item 1 Item 1, Page 1 AGENDA ITEM SUMMARY MAY 15, 2024 Historic Preservation Commission STAFF Melissa Matsunaka, Sr. Project Coordinator SUBJECT CONSIDERATION AND APPROVAL OF THE MINUTES OF THE APRIL 17, 2024 REGULAR MEETING EXECUTIVE SUMMARY The purpose of this item is to approve the minutes from the April 17, 2024 regular meeting of the Historic Preservation Commission. ATTACHMENTS 1. HPC April 17, 2024 Minutes – DRAFT Packet Pg. 5 Page 1 Jim Rose, Chair Location: Bonnie Gibson, Vice Chair Council Chambers, 300 Laporte Margo Carlock And remotely via Zoom Jenna Edwards Chris Conway David Woodlee Tom Wilson Staff Liaison: Jeff Gaines Maren Bzdek Aaron Hull Historic Preservation Manager Regular Meeting April 17, 2024 Minutes •CALL TO ORDER Chair Rose called the meeting to order at 5:30 p.m. •ROLL CALL PRESENT: Margo Carlock, Chris Conway, Jeff Gaines, Bonnie Gibson, Jim Rose, Tom Wilson ABSENT: Jenna Edwards, Aaron Hull, David Woodlee STAFF: Maren Bzdek, Heather Jarvis, Jim Bertolini, Yani Jones, Rebekah Schields, Melissa Matsunaka •AGENDA REVIEW Ms. Jones stated there were no changes to the published agenda. •CONSENT AGENDA REVIEW No items were pulled from consent. •STAFF REPORTS ON ITEMS NOT ON THE AGENDA None. •COMMUNITY PARTICIPATION ON ITEMS NOT ON THE AGENDA None. Historic Preservation Commission ,7(0$77$&+0(17 '5 $ ) 7 3DFNHW3J Page 2 • CONSENT AGENDA 1. CONSIDERATION AND APPROVAL OF THE MINUTES OF MARCH 20, 2024. The purpose of this item is to approve the minutes from the March 20, 2024 regular meeting of the Historic Preservation Commission. Vice Chair Gibson made a motion, seconded by Commissioner Carlock, to approve the consent agenda for the March 20, 2024 meeting as presented. Yeas: Carlock, Conway, Gaines, Gibson, Wilson, and Rose. Nays: none. THE MOTION CARRIED. • DISCUSSION AGENDA 2. REPORT ON STAFF ACTIVITIES SINCE THE LAST MEETING Staff is tasked with an array of different responsibilities including code-required project review decisions on historic properties, support to other standing and special work groups across the City organization, and education & outreach programming. This report will provide highlights for the benefit of Commission members and the public, and for transparency regarding decisions made without the input of the Historic Preservation Commission (HPC). Yani Jones, Historic Preservation Planner, discussed some of the staff activities that have occurred since the last meeting, including a design review of 211-217 Jefferson Street for a mural on the stucco side of the building and a civil rights history walking tour for a group of CSU students. Ms. Jones also provided a reminder about the Historic Preservation newsletter. 3. PROPOSED POLICY ADOPTION: EXPANDED ROOFTOP SOLAR OPTIONS FOR PROJECTS ON HISTORIC BUILDINGS DESCRIPTION: Potential adoption of a revised rooftop solar policy for projects on historic buildings that would expand the allowable installation types and locations, and reduce the importance of visibility when considering solar installations. STAFF: Jim Bertolini, Senior Historic Preservation Planner Staff Presentation Jim Bertolini, Senior Historic Preservation Planner, stated this is a proposal for a policy adoption to expand situations in which rooftop solar can be approved for historic buildings. He noted this is part of a larger City effort to combat climate change, which poses a threat to all cultural resources. He also noted there is a growing body of policy documents and statements by public officials who work in historic preservation that the standards used for most historic buildings for rehabilitation related to climate action are not sufficient. Bertolini outlined the change in policy being proposed noting it is consistent with Our Climate Future, the Historic Preservation Commission’s Work Plan, and staff research on Fort Collins’ specific climate change scenarios, largely related to roofing. He noted the importance of providing broad and equitable access to residents for independent and renewable power generation. Bertolini noted this policy will not be required to be met in the immediate future, though there will likely be some pressure to make existing buildings net zero at some point in the future. Bertolini noted the definition of sustainability involves a triple bottom-line approach, which includes environmental, economic, and social aspects; however, this presentation will focus on the contribution of historic preservation to environmental sustainability, which is primarily related to energy use and consumption. He noted the action being proposed as part of this policy relates to reducing the operating energy of historic buildings. ,7(0$77$&+0(17 '5 $ ) 7 3DFNHW3J Page 3 Bertolini stated staff is requesting the Commission pass a motion to adopt this expanded solar policy which would allow for greater flexibility in Fort Collins than what adopted federal standards would typically allow. Additionally, he noted most of these project approvals would be moved to a staff level. Bertolini discussed what the federal policies and guidelines already allow noting solar is allowed in many circumstances; however, the placement of the panels tends to be limited which has the potential side effect of reducing the collection efficiency and overall collection potential. He stated the proposed policy would expand scenarios wherein rooftop solar could be approved on historic buildings, would reduce, but not eliminate, the role of visibility in approving rooftop solar projects on historic buildings, and would establish City staff as the approving authority on solar installations on historic buildings. Bertolini showed some examples of solar projects that meet federal guidelines and some examples of those that may be approved under the new policy. Bertolini stated the protection of character-defining features of a property would not change and he showed some examples of projects that would not be approved under this policy. Additionally, he noted the removal of trees for solar collection will likely not be approved. Bertolini requested the Commission provide input on general concerns, whether there are situations wherein the Commission would prefer to retain decision-making authority, and whether there is concern about not requiring a variance for properties built post-1950. Commission Questions Commissioner Carlock expressed general support for revising the solar panel policies, but expressed concern with allowing panels to have a slanted pitch over a flat roof and suggested that may be a situation wherein the Commission considers each individual case. She asked if panels would be allowed on buildings with character-defining roof materials. Bertolini replied in the negative. Vice Chair Gibson expressed support for revising the policy and stated she is not concerned with allowing solar on post-1950 buildings, even on the street-facing roof slopes if the panels do not take up the entire front roof. Commissioner Conway expressed support for the focus on climate change and stated he would prefer to see the staff keep purview over approval of solar panels on flat roofs stating juxtaposition between old and new can be valuable and staff can be trusted to make those decisions. He asked how easy it will be for a homeowner or business owner to put together the documentation needed for a variance. Bertolini replied it should be fairly straightforward as most solar installers include calculations on household power needs and collection potential of a particular roof. Commissioner Conway requested staff continue to be in communication with solar installers regarding documentation to make things easier for property owners. Commissioner Gaines asked about the setback requirement for panels on flat roofs. Bertolini replied the policy calls for a setback that is direct relation to the pitch of the solar panels; therefore, if the property owner opts for flush mounted panels, the setback would be eight inches from the roof edge. For each foot of pitch, two feet of setback is required. Commissioner Gaines expressed support for the policy change and stated his main concern would be related to flat roofs, particularly for smaller buildings with lower roof heights wherein the panels could overwhelm the building. Vice Chair Gibson asked if there are grant options for historic homeowners or business owners to install solar panels. Bertolini replied historic preservation funds would not be available for solar installation on historic buildings; however, other federal, state, and local sources that support solar installations could be used, including the City’s EPIC loan program which is marketing solar installations in combination with household batteries. He noted the policy does address where to place household batteries on historic buildings. Commissioner Wilson concurred with leaving the decisions under staff’s purview. ITEM 1, ATTACHMENT 1 DR A F T Packet Pg. 8 Page 4 Chair Rose stated he is less concerned about the flat roof issue given the provisions related to setbacks and maximum height. He stated the policy, as it is developed and proposed, is sufficient from his perspective. Commissioner Carlock expressed support for adding a caveat about flat roofs. Commissioner Conway made a motion that the Historic Preservation Commission adopt the proposed policy regarding the installation of solar technology on historic resources in Fort Collins finding that the proposed policy remains reasonably consistent with the intent of the Secretary of the Interior standards for rehabilitation, supports the City’s preservation policies and priorities in the Municipal Code 14-1 and 14-2, and supports the City’s broader sustainability and climate action goals. Commissioner Wilson seconded the motion. Commissioner Gaines stated building height makes the most difference in terms of the impact of pitched solar panels on flat roofs. He suggested the possibility of requiring additional review for one-story buildings with flat roofs and pitched panels and allowing two-story and greater buildings to be reviewed by staff. Commissioner Carlock stated she would at least like to have the opportunity for the Commission to review projects that are visible from the street. Vice Chair Gibson made a motion to amend the original motion to include a modification that one-story buildings with flat roofs be subject to Commission review. Commissioner Wilson seconded the motion. Yeas: Carlock, Gaines, Gibson, Wilson, and Rose. Nays: Conway. THE MOTION CARRIED. The vote on the amended motion was as follows: Yeas: Carlock, Gaines, Gibson, Wilson, and Rose. Nays: Conway. THE MOTION CARRIED. Commissioner Conway stated his main concern is that historic preservation codes can be difficult to sort through, and having little exemptions can make things more difficult and confusing. He commented on the importance of making the process as approachable as possible for the average person. Vice Chair Gibson concurred and stated it is incumbent upon the Commission to help provide education to applicants and the public; however, she supported having additional review for the one-story buildings noting most will be outside that restriction. Commissioner Gaines stated this will allow the vast majority of solar applications to be streamlined and only create additional review for some of the situations on which panels could have the greatest impact. He encouraged staff to remain aware if frustration in the community is occurring. 4. 1605 SHEELY DR. (MOYER HOUSE) – FINAL LANDMARK DESIGN REVIEW DESCRIPTION: This item is to provide a final Landmark design review of a proposed solar panel array for the City Landmark at 1605 Sheely Dr., the Moyer House. The owner has waived conceptual Landmark design review and is seeking a Certificate of Appropriateness for their final designs. APPLICANT/ OWNER: Sarah Fonte & Steven Fonte STAFF: Yani Jones, Historic Preservation Planner ITEM 1, ATTACHMENT 1 DR A F T Packet Pg. 9 Page 5 Staff Presentation Yani Jones, Historic Preservation Planner, showed a map of the property and Sheely Drive Landmark District. She stated the role of the Commission is to provide a final design review for the proposed solar array on the City Landmark at 1605 Sheely Drive. She noted the applicant has waived the conceptual review for the project. Jones provided some historical information about the home, which was designated in 2000 as an example of the ranch building type with international and prairie style influences constructed between 1953 and 1954. She stated the proposed project is for the installation of a solar system with 18 flush- mounted roof panels which are set back more than eight inches from the ridge and edge of the roof. Given the proposal and just adopted solar policy, the project is in compliance with applicable standards. Jones stated staff is recommending approval of the proposal and granting of a certificate of appropriateness with no required waiver given the adopted solar policy. Public Input None. Commission Questions/Discussion Vice Chair Gibson stated this project is perfectly in line with what was just passed given the flush mount and setback. Commissioner Carlock concurred. Commissioner Carlock made a motion that the Historic Preservation Commission approve the proposal to install a solar panel system at the Moyer House, 1605 Sheely Drive, as presented, finding that the proposed work meets the Secretary of the Interior standards for rehabilitation under the Commission’s recently adopted solar policy. Commissioner Conway seconded the motion. Yeas: Carlock, Conway, Gaines, Gibson, Wilson, and Rose. Nays: none. THE MOTION CARRIED. 5. 2601 S. COLLEGE: APPEAL OF DETERMINATION OF ELIGIBILITY DESCRIPTION: This item is to consider the appeal of the determination of eligibility for Fort Collins Landmark designation of the commercial property at 2601 South College Avenue. On October 17, 2023, in fulfillment of a pre-submittal requirement for a development review application, staff determined that the property was Landmark-eligible based on evidence and conclusions presented by an independent historic survey contractor in an intensive-level survey form. When undergoing development review, Landmark-eligible properties are subject to the historic resource requirements in Fort Collins Land Use Code Section 3.4.7. Staff decisions may be appealed to the Historic Preservation Commission. APPELLANT: DRACOL, LLC STAFF: Jim Bertolini, Senior Historic Preservation Planner Maren Bzdek, Historic Preservation Manager Rebekah Schields, Historic Preservation Specialist Chair Rose outlined the order of procedure for the appeal hearing. Staff Presentation Jim Bertolini, Senior Historic Preservation Planner, stated this item is an appeal of a staff finding of eligibility for the property at 2601 South College Avenue, historically Ghent Motors. He provided information on the location of the building and on the three features that were documented during the historic survey process: the primary automobile showroom and service garage, an accessory drive- through shop for auto parts, and a non-contributing carriage step stamped with W.A. Drake in reference to the former Drake Farm that was at this location. ITEM 1, ATTACHMENT 1 DR A F T Packet Pg. 10 Page 6 Bertolini noted this is a de novo hearing; therefore, the Commission’s decision will replace the staff finding. He outlined the role of the Commission and noted its decision is subject to appeal to City Council. Bertolini noted the Commission is not to consider adaptive reuse potential as that is not a consideration outlined in Municipal Code 14-2. Bertolini discussed the timeline of the landmark eligibility finding and discussed the survey of property and resulting staff consensus that the property is landmark eligible. He noted a formal landmark designation is not required or initiated if the Commission determines the property to be eligible; however, that determination would require the property to be preserved and adaptively reused, or a modification of standards could be requested. Should the Commission find the property to not be eligible, that would end preservation concerns related to the development site barring an appeal of that decision. Bertolini outlined the methodology for how the City determines whether a property meets eligibility requirements. He showed photos of the site and discussed the physical history of the property, including a roofing replacement. Bertolini stated staff found the property to be eligible under standard one for events and trends, specifically to the South College commercial expansion after WWII, especially for businesses that were embracing the shift to an automobile-focused commercial and public life in the 1950’s and later. Staff also found the property to be eligible under standard two for persons and groups, specifically for its association with Frank and Dwight Ghent, the owners of the automobile dealership. Additionally, staff found the property to be eligible under standard three for design and construction as a significant example of modern architecture in Fort Collins, especially along South College, and a significant surviving example of an auto dealership. In terms of historic integrity, Bertolini stated staff acknowledges there are some places wherein integrity is lost, specifically when dealing with the service garage due to the loss of most of the overhead garage doors and the 1998 roof modification; however, staff found those changes to not be so significant as to keep from telling the story of post-WWII expansion on South College Avenue. Bertolini further detailed the aspects of integrity and the ways in which the property meets them. Bertolini provided a staff evaluation of appellant materials related to significance, including their assertion that car dealerships cannot individually contribute to patterns of urban development, which staff opposes, and their statement that the best years of car sales for the Ghent family were at other Fort Collins sites and that its social contributions were not directly related to the dealership property. He stated staff found there to be enough association with the site and the Ghent’s commercial contributions to the community to make it eligible. In terms of standard three, the appellants argued that while there are specific elements of the property that represent the style of the period, the design and details were very common and not remarkable for the period. Bertolini outlined some requests made by the Commission during its work session, including that the previous determination and appeal that was made for the property in 2018 be added to the record, and the appellant request to add redlines from the 2019 Code changes to Chapter 14, specifically the standards for eligibility, both of which have been included in the packet. Bertolini provided a summary of the seven written comments opposed to the eligibility finding and to the preservation of the site and three comments in support of a finding of eligibility and adaptive reuse. Appellant Presentation Angela Hygh, Brownstein, Hyatt, Farber, Shreck, land use counsel to the appellant, introduced the appellant team. She offered some clarification regarding a de novo hearing noting it means the Commission is not required to give deference to the prior decision and the burden of proof is not on the appellant. She noted Council found this property to be ineligible for historic designation in 2018 and stated the property has remained largely the same since that time as have the historic designation criteria. Kris Spradley, property owner, stated he and his partner, Bill Barr, originally leased the property in 1988 and purchased the property in 2012 with the intention of redeveloping the site. In 2018, the Mazda franchise was sold and the current owners will be vacating the building in May. He stated the property no longer conforms to modern new car dealership standards and the building is very inefficient. Spradley stated he is excited about the potential for the property and has been working with a developer on a project that aligns with City Plan and the Midtown Plan. ITEM 1, ATTACHMENT 1 DR A F T Packet Pg. 11 Page 7 Hygh noted there is a requirement to find both significance and integrity in order to find a building to be eligible for designation. She stated the appellant does not believe the property is significant under any of the three standards mentioned by staff nor does the appellant believe the site maintains sufficient integrity to convey any significance. Hygh introduced Natalie Feinberg Lopez, a historic preservation expert approved by City staff, as the historic preservation planner who prepared the cultural resource survey of the site. Natalie Feinberg Lopez, Built Environment Evolution, discussed her qualifications and work with mid- century modern architecture. She stated she found this property does not meet the Code standards for eligibility and she detailed her findings that the site does not meet the criteria for significance related to events, persons and groups, or design and construction. She further detailed her finding that the property does not meet the seven aspects integrity. Feinberg Lopez noted the Commission found the site did not retain integrity of materials in 2018 and she commented on many elements of the building showing significant deterioration as many of the original materials were inexpensive. With these types of buildings, Feinberg Lopez noted it is much more costly to conserve what exists versus rebuilding. Feinberg Lopez stated it is important to be selective about what is eligible for historic designation in order to preserve the designation process. Hygh noted the property has undergone no significant changes since 2018 when the original determination of ineligibility was made, nor have there been significant changes to the criteria to an extent that would warrant a different determination. Public Input None. Staff Response Bertolini noted there are properties listed in the National Register of Historic Places that are mid- century modern auto dealerships as found by the research of Rebecca Shields. He also noted the standards are applied based on local history, trends, and architecture. Appellant Response None. Commission Questions Commissioner Carlock asked if there has been consideration given to repurposing the main building as something other than a car dealership and if the development project could include the building or be amended to include the building. Hygh noted, as mentioned by staff, that adaptive reuse is not one of the criteria for eligibility; however, she stated adaptive reuse was considered, but due to a number of factors, including the materials and site layout, no possibilities for adaptive reuse were identified at this time. Commissioner Wilson requested confirmation as to the building being found ineligible in 2018 and that finding lapsing in 2023. Bertolini replied Council made the finding of ineligibility at in 2018 and that finding was good for five years with an expiration in April of 2023 prior to the development application coming in in August of 2023. Due to changes in the Code process, the property underwent a new survey at that time. Commission Deliberation Vice Chair Gibson suggested discussing each standard in order. Chair Rose stated the Commission first consider standard one related to events. Vice Chair Gibson commented on the post war movements south in the city which changed the pattern of how life worked in the city. She expressed general support for standard one. Commissioner Gaines concurred and noted it was the first business of its kind to locate along the corridor. He acknowledged the appellant’s comments related to contribution and stated the question is whether the dealership is making a contribution to a pattern or is a reflection of a pattern. He stated he believes there is a case to be made for this building making a contribution. Commissioner Conway commented on his thought that the expansion south would likely have occurred with or without the location of this building due to larger, broader trends. Additionally, he stated it is likely another dealership would have sold any cars not sold by the Ghent dealership. ITEM 1, ATTACHMENT 1 DR A F T Packet Pg. 12 Page 8 Commissioner Wilson stated the property has been modified and changed throughout the years and the original location of the dealership seems to be more valuable. Commissioner Carlock stated the dealership does represent an expansion of the city, and though it may have happened eventually, this use played a part. Vice Chair Gibson commented on the criteria for the events standard stating car dealerships were part of the trend that helped build Fort Collins into what it is today. Chair Rose stated this is related to a local evolution and community importance of this site. He stated that though the evolution would have occurred anyway, this was nonetheless one of the first facilities to move south, which was part of what was likely an inevitable progress toward a larger city. He stated this site is still a remnant of that movement south and noted many other buildings have been demolished. Commissioner Conway stated the trend seems more national than local and stated the building is not a unique style to Fort Collins. Regarding standard number two, related to persons, Commissioner Conway stated his comments regarding events also apply. Commissioner Gaines stated that while Frank Ghent made some civic contributions to the community, that is not uncommon for someone of his station. However, Mr. Ghent had an interesting life. He stated the uncertainty is around what makes the figure significant to the community and stated the dealership is significant to Mr. Ghent’s life, noting it was built from the ground up and was not a building with a former use. Vice Chair Gibson stated the Ghent name is well known and the fact that the building is the second location for the dealership shows further success. She stated Mr. Ghent did lead a significant life and expressed support for eligibility under standard two. Commissioner Carlock stated much of Fort Collins was based on the foresight of people who started businesses, and they are the reason the town is here. She stated it is important to recognize the contributions to the community that people have made over the years and Mr. Ghent was of considerable influence in the community in addition to being a businessperson. She also expressed support for eligibility under standard two. Commissioner Conway stated he would give deference to businesspeople who start local businesses rather than franchises. Vice Chair Gibson stated recent history is just as valuable as not recent history and noted franchising was a new trend at the time the dealership opened. Commissioner Carlock stated that type of a franchise seems necessary given there were no ‘local’ car makers. Chair Rose stated that the connection of Frank and Dwight Ghent to this building is somewhat tenuous given the original location of the dealership at the current Beau Jo’s location. Commissioner Gaines concurred with Chair Rose and noted Spradley/Barr has been in possession of the building longer than the Ghent’s. Regarding standard three related to workmanship, Vice Chair Gibson stated it is obvious the structure is mid-century modern, and the building looks the same as it did originally. Commissioner Gaines stated the building seems to meet the standard noting it is not about buildings being master works of architecture but about representing and embodying a time period. Commissioner Conway stated he had never noticed the building to be different from any other car dealership on South College when driving past. Additionally, he stated the building currently has a large Mazda sign on its front which is detracting from the architecture. Commissioner Gaines stated some of the building’s characteristics, such as the signage, do make it blend in with the rest of the car dealerships; however, it is a unique building. Chair Rose stated the building is the work of a designer and visionary occupant and it remains intact. He stated the standard for workmanship is the strongest of the three. He stated the building is a local icon in the sense that the Commission is called upon to examine it. He noted the architecture was not common in 1966 across the country, and certainly not in Fort Collins. ITEM 1, ATTACHMENT 1 DR A F T Packet Pg. 13 Page 9 Commissioner Carlock concurred the workmanship standard is the strongest, particularly because so many early commercial buildings from that time period south of downtown Fort Collins have been lost. Vice Chair Gibson summarized the Commission’s comments that there is general agreement about standard three, but not standards one and two, and suggested moving forward with a discussion on integrity for only standard three. (**Secretary’s Note: The Commission took a brief recess at this point in the meeting.) Chair Rose noted there are seven aspects of integrity, first being location. Commissioner Carlock stated the building is in its original location and stated the surrounding area does not need to remain exactly the same for the location to still be valid. Vice Chair Gibson concurred. In terms of design, Vice Chair Gibson noted the front façade is exactly the same as when the building was constructed; therefore, design is intact. Commissioner Conway stated the back garage area seems to be significantly different in terms of the windows. Commissioner Gaines stated not having the original glass doors along the shop area is a big change; however, the overall design of the area is well retained. Chair Rose stated the garage is the most expendable part of the property as there are two other structures on the property that provide good examples of novel, contemporary, 1966 architecture. In terms of setting, Commissioner Gaines stated the surroundings have changed and therefore, the setting has changed; however, the major traffic corridors around the building remain. Commissioner Carlock stated she understands the appellant’s argument that the building is in a changing area, and the desire of the community is to produce more high-density housing and other uses for the area; therefore, the setting will likely change more in the future. Regarding materials, Vice Chair Gibson noted the roofing and garage doors have changed. She stated integrity is not the same as condition, but noted there are some deteriorating materials. She stated material integrity is generally intact however. Regarding feeling and association, Commissioner Conway stated most passersby probably have no idea the building is anything more than a car dealership. He stated the location of the building on a major car-oriented intersection makes it difficult for the place to tell a story. Commissioner Gaines stated College Avenue will likely have a great deal of redevelopment in the future and this building does provide a feeling of its original time and place. He acknowledged the building is not one in which most people spend much time; however, in thinking about the future changes for College, it could become that type of place. Chair Rose stated this is a difficult item given the association with persons is a weaker part of the argument for eligibility. Commissioner Gaines stated there is not a clear association with persons or events and he does not believe that piece of integrity exists. Commissioner Carlock stated association is stronger than feeling as drivers passing the buildings are not focusing on them; however, there is an association with the event that happened happening at the building. She reiterated this is one of only two remaining commercial buildings from that era in that area. ITEM 1, ATTACHMENT 1 DR A F T Packet Pg. 14 Page 10 Commissioner Gaines made a motion that the Historic Preservation Commission find the commercial property at 2601 South College Avenue eligible as a Fort Collins landmark according to the standards outlined in Section 14-22 of the Fort Collins Municipal Code based on the evidence in the staff report, City survey form, and appellants’ documentation, and based on the following findings of fact: the property meets standards one for significance because of its association with the expansion of Fort Collins south along College Avenue and as an early car dealership along College Avenue, and standard three as a building embodying identifiable characteristics of modern contemporary design. Further, the property at 2601 South College Avenue meets the following aspects of integrity: location, as it is in the original place where it was constructed, design, as it maintains the overall aesthetics of its original construction, setting, as the surrounding neighborhood does not detract from the original setting of the building, materials, as only minor elements have been removed or altered, and in general, the original building remains intact, and workmanship, as it maintains original materials and construction techniques of its time. Vice Chair Gibson seconded the motion. Yeas: Carlock, Gaines, Gibson, and Rose. Nays: Conway and Wilson. THE MOTION CARRIED. Vice Chair Gibson commented on the importance of recent history and stated mid-century modern buildings are a dwindling resource. She stated her opinion was based on architecture, the fact that car dealerships helped extend the city south, and the five aspects of integrity. Commissioner Carlock stated she voted in favor of the motion as not everything that is historically valuable is a grand building; historical properties should tell the story of the city and reflect its character. Commissioner Conway stated he opposed the motion because he does not believe the story of Fort Collins will be will told by the building itself. He stated he struggles to find any building that would not meet the criteria related to ‘embodying identifiable characteristics of a type, period, or method of construction.’ He stated he believes it will be difficult to use the building as a historic resource for the community. Commissioner Gaines stated this was a difficult decision given the community’s desire to see the corridor redevelop with additional housing; however, those things can take place without eliminating what exists. He expressed concern that if the rare buildings of this era are not preserved, Fort Collins will become a city of Old Town buildings and whatever the current time period should be. Commissioner Wilson stated this was a difficult decision; however, he felt the bar was a bit low and he has a desire to see a balance for the potential of the location and other community needs. Commissioner Conway stated the placement of housing near transit helps to meet the Historic Preservation Commission’s goals around equity and sustainability. He also commented on the importance of the Commission not being seen as blocking much needed housing. Commissioner Carlock concurred but noted the Commission is bound by the Secretary of the Interior standards and its role as part of the certified local government, which is a difficult part of the role of the Commission. Chair Rose thanked the Commissioners for their time and thoughtful comments and commended the appellant and staff for their excellent materials. He noted the Commission is bound by certain criteria to make its judgements but noted there will be other voices involved moving forward. He stated his hope is that this determination will not be a deterrent to the ultimate successful development of the property. • CONSIDERATION OF CITIZEN-PULLED CONSENT ITEMS None. • OTHER BUSINESS None. ,7(0$77$&+0(17 '5 $ ) 7 3DFNHW3J Page 11 • ADJOURNMENT Chair Rose adjourned the meeting at 9:03 p.m. Minutes prepared by Tripoint Data and respectfully submitted by Melissa Matsunaka. ,7(0$77$&+0(17 '5 $ ) 7 3DFNHW3J Agenda Item 2 Item 2, Page 1 STAFF REPORT May 15, 2024 Historic Preservation Commission ITEM NAME SINGLE-FAMILY RESIDENCE DEMOLITION NOTIFICATION – 1703 W. MULBERRY ST. STAFF Yani Jones, Historic Preservation Planner INFORMATION Single-family dwellings that are at least fifty years old and are proposed for demolition to clear a property for a new single-family dwelling are subject to the demolition notification process administered by the Historic Preservation staff and the Historic Preservation Commission. Demolition notification in this circumstance provides an opportunity to inform residents of changes in their neighborhood and to identify potentially important historic, architectural, and cultural resources, pursuant to Section 14-6 of Municipal Code. Community members receive notice about that demolition via a posted sign on the property, the City’s weekly newsletter “This Week in Development Review” and monthly “Historic Preservation Matters” newsletter, and on the City website at https://www.fcgov.com/historicpreservation/demolition-review. City staff initiates the notification process after receiving a request for approval to demolish a single-family dwelling via either a demolition permit or written request from the owner accompanied by current photos of the property proposed for demolition and confirmation that the proposed new construction would be another single-family residence. The property is included in the next available consent agenda for a meeting of the Historic Preservation Commission (HPC). Community residents can contact staff or attend the HPC meeting either to provide information about the property and/or nominate the property as a City Landmark under the provisions of Section 14-31 of Municipal Code if they believe it is eligible as a City landmark. The code allows for three or more residents of the City, the Historic Preservation Commission (by motion), or any City Councilmember (by written request) to initiate the process for landmark designation. 1703 W. Mulberry St. Historical Background The property at 1703 W. Mulberry St. was built c. 1929, according to Tax Assessor records. This property was not annexed into Fort Collins until December 12, 1956, as part of the Western First Annexation, and so City records of this property’s early history, including building permit records, are limited. The first known residents of this house were Earl L. and Frances E. White, who lived with Eugene M. and Myrtle Ingerson. According to City Directory records, Earl was a painter. Based on a search of City Directories until 1975, the longest tenants of 1703 W. Mulberry St. were Earl and Frances White as well, who lived in the house for about four years. Starting in the 1950s, the property appears to have been used primarily as rental housing. There is no historical survey record available for this property. Construction History DATE PERMIT # NAME DESCRIPTION 10/22/1986 24532 Bujack Reroof 1/9/1989 890056 Steve Price Move front door; install new heater 7/1/2002 B0203910 Kimbery [sic.] Sue Spelts Reroof Packet Pg. 17 Agenda Item 2 Item 2, Page 2 DATE PERMIT # NAME DESCRIPTION 2/14/2018 B1800982 Dillan M. Bryant Revocable Trust Reroof Residents (“o” indicates ownership) YEAR NAME(S) NOTES 1933 Earl L. and Frances E. White (o); Eugene M. and Myrtle Ingerson Earl - Painter; Frances, Eugene, Myrtle - no employment listed 1936 Earl L. and Frances E. White (o); Perry W. Arner same; Perry - carpenter 1938 Jake and Molly Shilling No emp listed 1940 E.J. and Lois Williams E.J. - WPA 1948 Armon E. and Gladys C. Steffens (o) Gladys - Palace Grocery & Market; Armon - no emp listed 1950 Coyt H. and Marjorie Hackett (o) Coyt - clerk at Hackett's Paints, Wallpaper, and Hardware 1952 Hayden Hodges, Jr. and Meribah W. Hodges (o) Both students, Colo A&M 1954 Oliver J. and Opal M. Stevens (o) Oliver - credit manager Sherwin- Williams Co. 1956 same Oliver - salesman Sherwin-Williams 1957 Mrs. Wanda P. Henderson No emp listed 1959 Donald L. and Phyllis A. Davis Donald - mechanic Haxton's Auto Service 1960 same Donald - mechanic City Park Service 1962 Dan E. and Maxine Moya Dan - truck driver E.G. Steele Lumber Co; Maxine - clerk at Don-Art Printers 1963 Lee and Carol Davey Lee - painter 1964 William P. and Donna M. Young William - baker at Hamilton Bakery; Donna - nurse's aide at Pioneer Nursing Home 1966 William P. Young same (Donna no longer listed) 1968 David D. and Toya McCosh David - student CSU and assistant manager at McDonald's; Toya - student at CSU 1969 not listed 1970 not listed 1971 not listed 1972 Josephine Mussomel and Michelle Nass No emp listed 1973 not listed 1975 Guardian Security Service R.W. Osterhout and W.C. Hope partners Packet Pg. 18 Agenda Item 2 Item 2, Page 3 1949 Tax Assessor Photo 1968 Tax Assessor Photo ATTACHMENTS 1. Current Photos Packet Pg. 19 ITEM 2, ATTACHMENT 1 Packet Pg. 20 ITEM 2, ATTACHMENT 1 3DFNHW 3J 21 ITEM 2, ATTACHMENT 1 3DFNHW 3J 22 ITEM 2, ATTACHMENT 1 3DFNHW 3J 2 ITEM 2, ATTACHMENT 1 3DFNHW 3J 2 Agenda Item 3 Item 3, Page 1 STAFF REPORT May 15, 2024 Historic Preservation Commission ITEM NAME STAFF ACTIVITIES SINCE THE LAST MEETING (COVERING APRIL 4 TO MAY 1) STAFF Yani Jones, Historic Preservation Planner Jim Bertolini, Senior Historic Preservation Planner Rebekah Schields, Historic Preservation Specialist Maren Bzdek, Historic Preservation Manager INFORMATION Staff is tasked with an array of different responsibilities including code-required project review decisions on historic properties, support to other standing and special work groups across the City organization, and education & outreach programming. This report will provide highlights for the benefit of Commission members and the public, and for transparency regarding decisions made without the input of the Historic Preservation Commission (HPC). For cases where a project can be reviewed/approved without referral to the Historic Preservation Commission (HPC) through the issuance of a Certificate of Appropriateness or a SHPO report under Chapter 14, Article IV of the City’s Municipal Code., staff decisions are provided in this report and are also posted on the HPS’s “Design Review Notification” page. Notice of staff decisions are provided to the public and HPC for their information, but are not subject to appeal under Chapter 14, Article IV, except in cases where an applicant has requested a Certificate of Appropriateness for a project and that request has been denied. In that event, the applicant may appeal staff’s decision to the HPC pursuant to 14-55 of the Municipal Code, within two weeks of staff denial. Beginning in May 2021, to increase transparency regarding staff decisions and letters issued on historic preservation activities, this report will include sections for historic property survey results finalized in the last month (provided they are past the two-week appeal deadline), comments issued for federal undertakings under the National Historic Preservation Act (also called “Section 106”), and 5G wireless facility responses for local permit approval. There is a short staff presentation this month highlighting recent items and events. Packet Pg. 25 Agenda Item 3 Item 3, Page 2 Education & Outreach Activities Part of the mission of the Historic Preservation Services division is to educate the public about local, place- based history, historic preservation, and preservation best practices. Below are highlights from the last month in this area. Program Title Sponsor-Audience- Partner Description # of Attendees Date of Event/Activity Architect William Robb Armchair Tour (Part 2) Ron Sladek (Tatanka Historical Associates); Historic Larimer County Historian Ron Sladek provided a virtual tour of places in and near Fort Collins designed by architect William Robb in the latter part of his career Approx. 20 April 14, 2024 APACC 40th Anniversary CSU/APACC Staff had a table at this event to share resources such as our walking tour brochures and info about the Fort Collins Civil Rights Historic Context Approx. 50 April 20, 2024 Staff Design Review Decisions & Reports – Municipal Code Chapter 14 Property Address Description of Project Staff Decision Date of Decision 430 N. College Ave. (Power House) Rooftop engine exhaust thimble and ductwork. City Landmark. Reviewed by staff under Municipal Code 14, Article IV. Approved April 9, 2024 317 Jefferson St. (Watkins-Pennington Building) Replacing copy in illuminated sign. Non- contributing property to Old Town Historic District (Landmark and NRHP), eligible for Landmark designation. Reviewed by staff under Municipal Code 14, Article IV and LUC 3.4.7 Approved April 9, 2024 430 N. College Ave. (Power House) Replacement of 2 fixed windows with matching awning windows on non-historic addition. City Landmark. Reviewed by staff under Municipal Code 14, Article IV. Approved April 10, 2024 505 E. Laurel St. (505 E. Laurel St.) In-kind reroofing (asphalt shingles). Contributing property to Laurel School Historic District (NRHP). Reviewed by staff under Municipal Code 14, Article IV. Approved April 17, 2024 718 Remington St. (Hahn House) Solar panel installation on detached pergola. Contributing property to Laurel School Historic District (NRHP). Reviewed by staff under Municipal Code 14, Article IV. Approved April 24, 2024 502 E. Elizabeth St. (502 E. Elizabeth St.) In-kind reroofing (asphalt shingles). Contributing property to Laurel School Historic District (NRHP). Reviewed by staff under Municipal Code 14, Article IV. Approved April 25, 2024 Packet Pg. 26 Agenda Item 3 Item 3, Page 3 Selected Staff Development Review Recommendations – Land Use Code 3.4.7 Property Address Description of Project Staff Decision Date of Decision / Recommendation 412 W. Mountain Ave Minor Amendment: Conversion of commercial office back to residential use. No preservation concerns. 4/4/2024 360 Linden St. Conceptual Development Review: New multi-story mixed use development proposed (one five-story mixed use building, one four-story multi-family building; total of 175 dwelling units + commercial space) Design compatibility required (several NR District contributing properties within 200ft); demolition of existing structures OK (less than fifty years old); conceptual review w/ HPC recommended 4/11/2024 NE Corner of Taft & Laporte Conceptual Development Review: Multi-story Senior Apts Historic survey waived (no properties on site; minimal concern on design compatibility with nearby properties) 4/18/2024 1237 Red Cedar Cir. Conceptual Development Review: Warehouse Minor design compatibility needed relative to El Palomino Hotel (landmark eligible historic resource) across rear alley 5/2/2024 Historic Property Survey Results City Preservation staff frequently completes historic survey for properties for a number of reasons, usually in advance of development proposals for properties. The table below includes historic property survey for the reporting period for any historic survey for which the two-week appeal period has passed. Address Field/Consultant Recommendation Staff Approved Results? Date Results Finalized 427 Smith St. Not Landmark Eligible Yes 4/25/2024 National Historic Preservation Act – Staff Comments Issued The City of Fort Collins is a Certified Local Government, which provides the Historic Preservation Services division and Landmark Preservation Commission an opportunity to formally comment on federal undertakings within city limits. This includes actions that are receiving federal funding, permits, or have direct involvement from a federal agency. Note: Due to changes in how Preservation staff process small cell/5G wireless facilities, staff does not provide substantive comments on those undertakings (overseen by the Federal Communications Commission) and do not appear in the table below. National Historic Preservation Act – Staff Comments Issued The City of Fort Collins is a Certified Local Government, which provides the Historic Preservation Services division and Landmark Preservation Commission an opportunity to formally comment on federal undertakings within city limits. This includes actions that are receiving federal funding, permits, or have direct involvement from a federal agency. Packet Pg. 27 Agenda Item 3 Item 3, Page 4 Lead Agency & Property Location Description of Project Staff Comment Date Comment Issued None Staff 5G Wireless Facility Summary Note: Co-locations with existing street infrastructure, usually traffic lights, is considered a co-location and not subject to denial due to proximity to properties that meet the City’s definition of historic resources (Sec. 14-3) Due to recent changes in how Preservation staff reviews small cell/5G towers, co-located towers no longer receive substantive review except where historic resources would be impacted directly by the tower’s installation. These types of direct impacts would include potential damage to archaeological resources and/or landscape features throughout the city such as trolley tracks, carriage steps, and sandstone pavers. This report section will summarize activities in this area. Within this period, staff processed a total of 5 5G/Small Cell tower requests total, with 5 seen for the first time. ATTACHMENTS 1. Staff Presentation Packet Pg. 28 Headline Copy Goes Here April 17, 2024 Jim Bertolini, Senior Historic Preservation PlannerYani Jones, Historic Preservation PlannerRebekah Schields, Historic Preservation SpecialistMaren Bzdek, Historic Preservation Manager Historic Preservation Commission Staff Activity Report Headline Copy Goes Here 2 Education/Outreach Highlight APACC 40th Anniversary Celebration CSU’s Asian Pacific American Cultural Center celebrated their 40th anniversary at their annual lu’au event on April 20 – Congrats to APACC! 1 2 ,7E0 3 A77ACH0EN7 PacNet Pg Headline Copy Goes HereDevelopment Review Highlight – 360 Linden Street 3 • Staff Conceptual Review on 4/11/24 (applying LUC Section 3.4.7) • Applicant: Realty Capital Residential • Proposed Infill at 360 Linden St within Old Town National Register District • New multi-story mixed use development proposed (one 5-story mixed use building, one 4-story multi-family building; total of 175 dwelling units + commercial space) • No historic survey required (existing structures <50 years) • Design compatibility with NR contributing properties required • Archeological monitoring – Old Fort Site • Decision maker: Hearing Officer (Type 1) • Conceptual Review with HPC pending • HPC will make recommendation Headline Copy Goes HereJoin Our Newsletter! 4 • Get monthly updates and information from Historic Preservation Services directly in your inbox such as: • Upcoming events/activities • Historic Preservation Commission agenda overviews • Notification of historic surveys in progress and completed • Notification of single-family residential demolitions • Local preservation financial support program open/close notifications • Landmark spotlights • And more! • Scan the QR Code, or go to https://www.fcgov.com/subscriptions/#group_id_2, to sign up by toggling on the “Historic Preservation Matters” newsletter! 3 4 ,7E0 3 A77ACH0EN7 PacNet Pg 30 Agenda Item 4 Item 4, Page 1 STAFF REPORT May 15, 2024 Historic Preservation Commission ITEM NAME PROGRESS REPORT – WILLIAM ROBB HISTORIC CONTEXT STAFF Jim Bertolini, Senior Historic Preservation Planner INFORMATION The City of Fort Collins is completing a historic context study about William Robb, one of the area’s most influential and prolific mid-20th architects. This project is being sponsored by the City's Historic Preservation Services division, with grant funding support from the State Historical Fund. The goal of the project is to provide an historical overview and analysis to help City staff and community members understand the importance of Robb’s influence on the city’s built environment. Robb practiced in Fort Collins from the 1950s through the 1980s and is responsible for a sizeable percentage of the city’s most prominent architectural works from that time period, including many of our larger institutional buildings, local schools, office towers, etc. As the majority of mid-20th century construction in Fort Collins is now over fifty years of age, this context report will help distinguish what projects in Robb’s body of work should be preserved as significant examples of his contributions to the built environment of the city. The consultant on this project, Ron Sladek of Tatanka Historical Associates, Inc., will be presenting highlights from the now mostly complete research findings and inviting comments from the Historic Preservation Commission as well as members of the community attending in-person and online. More information on this project will be available on the City of Fort Collins website at https://www.fcgov.com/historicpreservation/research-projects. The community may share that feedback with staff via email to preservation@fcgov.com. ATTACHMENT 1. Final (80%) Draft William Robb History Report Packet Pg. 31 Fort Collins, Colorado William B. Robb’s Architectural Legacy A Historic Context prepared for City of Fort Collins Colorado State Historical Fund completed by Ron Sladek Tatanka Historical Associates, Inc. P.O. Box 1909 Fort Collins, CO 80522 tatanka@verinet.com www.tatankahistorical.com 970.689.4855 22 March 2024 SHF Project #2021-M1-008 ITEM 4, ATTACHMENT 1 Packet Pg. 32 Tatanka Historical Associates, Inc. P.O. Box 1909 Fort Collins, Colorado 80522 tatanka@verinet.com www.tatankahistorical.com 970.689.4855 _________________ 22 March 2024 Jim Bertolini Historic Preservation Planner City of Fort Collins 281 N. College Ave. Fort Collins, CO 80524 Project: William B. Robb’s Architectural Legacy Fort Collins, Colorado Dear Mr. Bertolini, I am pleased to submit this revised and expanded draft of the historic context covering the 20th century architectural legacy of Fort Collins architect William B. Robb. The document will be revised again following review as we approach the final draft. This study involved visits to many of Bill Robb’s projects in the Fort Collins area to observe and photograph his work, numerous hours conducting archival research, and extensive writing to prepare this report. My hope is that the City of Fort Collins and its residents find this historic context to be a useful document for many years to come. Thank you for the opportunity to work on this wonderful project. Sincerely, Ron D. Sladek President This project was paid for in part by a History Colorado – State Historical Fund grant. Funding was also provided by the City of Fort Collins. ITEM 4, ATTACHMENT 1 Packet Pg. 33 TABLE OF CONTENTS Introduction 1 What is a Historic Context? 2 Sources of Information 3 Bill Robb’s Life and Architectural Practice The Early Years, 1922-1951 4 Entering the Field of Architecture, 1952-1953 5 William B. Robb, Architect, 1953-1959 8 William B. Robb, Architect, 1960s 35 Robb & Brenner, Architect and Planners, 1970s 69 Robb & Brenner, 1980-1987 82 Robb, Brenner & Brelig (RB+B), 1988-Present 82 William Robb’s Civic Involvement, 1955-2002 83 Bill Robb’s Architectural Legacy 84 Assessing Age, Integrity and Significance Priorities for the Future Bibliography ITEM 4, ATTACHMENT 1 Packet Pg. 34 1 INTRODUCTION Efforts to launch this project began in March 2020, when preservation planning staff with the City of Fort Collins (City) determined that the community would benefit from the completion of a historic context that would enhance understanding and analysis of the work of prominent 20th century architect William B. Robb. The City applied for a grant from the Colorado State Historical Fund (SHF) that would be combined with matching municipal funds to engage a consultant. Following grant approval, the City issued an RFP in May 2020 seeking a preservation historian for the project. Tatanka Historical Associates Inc. (Tatanka) of Fort Collins was awarded the contract for the context study and was placed under contract with the City in August. In September, a kick- off meeting was held with Ron Sladek of Tatanka Historical Associates together with preservation planners Karen McWilliams, Sherry Albertson-Clark, and Jim Bertolini with the City, and Jenny Deichman with the SHF. Their administrative work and grant participation would prove to be invaluable to the success of the project. By circumstance, the grant award, project contract execution, and kick-off meeting all took place during the initial spread of the COVID-19 pandemic across Colorado and the nation. At the time, no one fully understood what its impact might be or how long it would last. Stay- at-home orders, remote work, and the ebb and flow of the pandemic caused the project schedule to be delayed for months at a time. The pandemic continually worsened and what became evident throughout 2020 and 2021 was that it was not going to end soon. Government offices, libraries and research archives closed their doors, and everyone had to figure out how to work from home. Despite these impediments, some progress continued to be made by completing online research. However, the challenge of acquiring materials and conducting fieldwork in person continued to cause substantial delays. The contract between Tatanka and the City had to be extended twice. Field documentation of Robb’s architecture took place over the past three years, as many of his surviving buildings were visited and photographed. These included numerous schools and churches, houses and commercial buildings, and government facilities. An online meeting with the Landmark Preservation Commission (LPC, now HPC) took place in September 2020 to introduce the project and answer questions. Research has primarily been completed online, with some work done in the Fort Collins Museum of Discovery archive. Additional archival materials were also obtained from Eleanor Robb prior to her death and were very useful for the project. Interviews with Robb family members and several of his firm’s principals addressed the question of his architectural legacy. This project could not have been completed without the initial impetus provided by Karen McWilliams and Sherry Albertson-Clark, both of whom left the City during its early months. Jim Bertolini managed the rest of the project, and much appreciation is due to him for his guidance, expertise, and patience. Finally, the SHF and City of Fort Collins provided the funds to make the project possible, and Jim Bertolini and Jenny Deichman graciously and patiently ensured that ample time was made available as the project was delayed by the COVID-19 pandemic and the crush of work that followed once the archives opened. ITEM 4, ATTACHMENT 1 Packet Pg. 35 2 WHAT IS A HISTORIC CONTEXT? Historic contexts are carefully researched and written studies of topics in history. Each one covers a particular subject of historical interest and provides the reader with an understanding of how that topic fits into the broad stream of history, along with interrelated subjects and subsequent events. While a context can provide much information about a historical topic and be of no further practical use other than as a resource to other historians, in the field of historic preservation a context is most useful when it is related to our understanding of built resources and the time in which they emerged and served their intended purpose. For example, the topic of Italian immigration to Colorado in the early twentieth century is very interesting and can be approached from a variety of perspectives. But when it is applied to the actual neighborhoods where immigrants settled and the impact they had upon the built environment, the subject becomes much more useful as a context for historic preservation. It provides us with an understanding of why a neighborhood developed the way it did, how particular commercial enterprises and community organizations emerged and occupied certain buildings, why a mine or industry depended upon a certain labor pool, and how a cemetery came to be filled with ethnic names. This is not just history, but history as it relates to historic places. According to History Colorado’s Cultural Resource Survey Manual, which serves as the guidebook for conducting survey projects in the state, a context is defined as the following: The significance of a resource can be defined and explained through evaluation within its prehistoric or historic context. Nothing in history occurs in a vacuum. Everything is a part of larger trends or patterns. Prehistoric or historic contexts define those patterns, themes, or trends by which a specific event, property, or site is understood and its meaning made clear. The purpose of identifying themes and contexts is to define and characterize the important background of a community or region. The survey process identifies buildings, structures, sites, objects, and districts associated with the contexts. Themes are defined as the broad patterns of history or prehistory. The terms context and theme are often used interchangeably, but context is composed of three factors: a theme, a place, and a time. A theme might be railroad transportation while a context might be railroad transportation in the Pueblo area from 1870 through 1940. What this tells us is that historic contexts are essential to understanding the significance of properties that are documented through the survey process. They provide the framework for determining historical and architectural significance and landmark eligibility. Without a clear sense of context, a historic resource cannot be reasonably evaluated to determine why it exists, how it got there, who was associated with it, what stream of history it relates to, what architectural associations are present, and whether it might be worth preserving. In this case, the subject of study is the body of work and architectural legacy of William B. Robb, one of Fort Collins’ most influential architects of the post-World War II era, a period when the city and its surroundings experienced rapid growth and transformation. ITEM 4, ATTACHMENT 1 Packet Pg. 36 3 SOURCES OF INFORMATION Various sources of information were pursued during the research phase of this project. Some of these proved to be very useful and others will require additional work in the coming years. When researching historic topics and sites, historians are limited to what is available to them in terms of accessibility along with budgetary and time constraints. The process of completing research and analysis in the writing of history is consequently an ongoing affair, where there is often more to explore, uncover and learn. Researching the life and career of Bill Robb involved casting a wide net to locate materials that would help tell a story, one that had not been written in this depth before. The most important of these sources involved hundreds of articles that were published by the Coloradoan, Fort Collins’ hometown newspaper. Robb’s presence and work in the city extended from the early 1950s until his retirement in 1987 and death a decade later. The post-World War II era was a period of tremendous growth in northern Colorado, and Fort Collins expanded into the surrounding countryside as its population swelled. Throughout his career, Robb frequently appeared in news articles that touched or focused upon his work. As each year passed, he was involved in the design or remodel of hundreds of buildings throughout the city and surrounding region. Newspaper articles provided the most substantial body of information about Robb’s work and the projects as they were developed. Tracing its origins to the early 1950s and still active today, Robb’s firm is now known as RB+B Architects. Its principals and staff continue to design remarkable buildings and they take a keen interest in, and derive a sense of pride from, the firm’s long history and its impact upon Fort Collins and the surrounding communities. All of Robb’s early staff and partners are now gone. George Brelig is retired but provided great assistance for this project. He made it possible to interview Bill Brenner before his passing in early 2024. Denise Pozvek, an interior designer who has been with the firm since the 1990s, proved to be its greatest torchbearer in terms of its history. While Brelig, Brenner and Pozvek were able to provide information about the firm’s past, the office’s archives from its early years are scant since few paper records have survived. Searches conducted elsewhere also proved to be limited in what was found in the way of plans. Some may survive, hidden away with building owners. Bill Robb’s family maintained some records from his career and provided early historic photographs for this study. Prior to her death in 2017, his wife Eleanor shared project records she had in her possession. A number of those images are included in this study. Their daughter Pamela later donated the documents to History Colorado’s Stephen H. Hart Research Center in Denver and a finding aid for the William B. Robb Collection (MSS.3152) is available online. The Poudre R-1 School District has records of the school buildings completed by Bill Robb and his firm over many years. Another source of information is the archives at the Fort Collins Museum of Discovery, which has a small number of design plans and related materials in its collection. Project reports of great utility to this study and future exploration of the work of Bill Robb and his firm include Adam Thomas’ 2004 report In the Hallowed Halls of Learning: The History and Architecture of the Poudre R-1 School District and his 2011 report titled Fort Collins E- X-P-A-N-D-S: The City’s Postwar Development, 1945-1969. These documents provided historic background related to Bill Robb’s work and impact upon the city. ITEM 4, ATTACHMENT 1 Packet Pg. 37 4 BILL ROBB’S LIFE AND ARCHITECTURAL PRACTICE The Early Years, 1922-1951: William Bruce Robb, known by his family, friends, colleagues and employees as “Bill,” was born on 9 August 1922 in Pueblo, Colorado, the son of Colorado natives Edgar and Frances Robb. His younger brother John arrived four years later. Edgar worked as a clerk at the Colorado Fuel & Iron Company plant prior to taking a clerking job with a Pueblo oil company.1 In the 1920s, the family moved to Durango, where Edgar accepted a position as district manager for the Continental Oil Company. Bill grew up there and graduated from Durango High School in 1940. He registered for the draft in June 1942, while World War II was raging around the globe, stating on the paperwork that he was employed by the US Bureau of Reclamation (possibly serving with the Civilian Conservation Corps). Inducted into the US Army Air Force in April 1944, Bill was trained as a B-26 Marauder pilot and flew 33 bombing missions over Germany and France.2 Following his discharge from military service in March 1946, Bill returned to Durango to marry his high school sweetheart, Eleanor Hogan, in the town’s historic St. Columba Catholic Church. Over the following years, they had six children together. Following their wedding, the Robbs moved to Boulder, where he attended the University of Colorado. In 1947, he completed a bachelor’s degree in architectural engineering and the following year a graduate degree in structural engineering. Bill then attended the Massachusetts Institute of Technology, where in 1951 he received a bachelor’s degree in architecture.3 Early Photos of Bill and Eleanor Robb Images Courtesy of the Robb Family 1 Although Robb’s formal name was William, he was known throughout his life by his nickname, “Bill,” and that informal moniker is used in this study; US Federal Census Records, Robb Family, Pueblo, CO, 1910-1920 2 US Federal Census Records, Robb Family, Durango, CO, 1930-1940; Draft Registration Record, William Bruce Robb, Durango, La Plata County, CO, 30 June 1942; United States Department of Veterans Affairs, BIRLS Death File, William B. Robb; “To the Marauder Thunder…,” The Marauder Thunder, Published by the B-26 Marauder Historical Society, February 1993, p. 20 3 “Eleanor J. Robb,” Windsor Beacon, 22 January 2017, p. W12; “William Robb: Beautiful Designs,” Larimer County Guardian, 11 June 1971; Christine Goold, “Memories of Loving Father Take Flight,” Coloradoan, 20 June 2004, p. C2 ITEM 4, ATTACHMENT 1 Packet Pg. 38 5 Entering the Field of Architecture, 1952-1953: The Robbs returned to Colorado and Bill secured a job in the office of Boulder architect Robert W. Ditzen. During the 1950s, Ditzen worked on various government, school and church projects across eastern Colorado. In December 1951, he placed an advertisement in the Fort Collins Coloradoan announcing that he intended to open a branch office in the city at 512 S. College Ave. Ditzen had recently drafted plans for a new building next door at 514 S. College Ave. that would house the offices of the Fort Collins Conservation District, Larimer County Agricultural Stabilization and Conservation Commission, and the US Department of Agriculture’s Soil Conservation Service. Management of the Fort Collins office was assigned to Bill Robb, who moved his family to the city. Over the following months, he introduced himself to the community by getting involved with the Junior Chamber of Commerce and speaking at house parties on the topic of “New Ideas in Home Architecture.”4 Coloradoan, 6 April 1952, p. 5 As Fort Collins moved into the postwar era, the city’s population began to skyrocket, housing subdivisions and commercial centers were soon springing up in all directions, and the economy boomed as a result. This put growing pressure upon municipal services, leading city council to contemplate the idea of replacing the aging, cramped city hall building on Walnut Street (constructed in 1882) with a larger, modern facility that would meet the community’s needs for years to come. In late 1952, Robb presented the City of Fort Collins with a sketch showing a design concept for a new city hall. The modest-sized, two-story, Modernist building was conceived to be the first of several that would be built to house city offices on a site that had yet to be determined. Discussion also arose in the early 1950s about the need for a new Larimer County courthouse in Fort Collins to replace the 1880s building. Robb participated by presenting a talk to the Larimer County Bar Association in February 1953 on the topic of “Considerations in Planning Courtroom Facilities.” These ideas continued to be discussed, but a few more years would pass before either government building was constructed.5 4 “Announcing Architectural Services in Fort Collins,” Coloradoan, 28 December 1951, p. 8; “Business News,” Coloradoan, 4 April 1952, p. 3; “Announcing the Opening of an Architectural Office,” Coloradoan, 4 April 1952, p. 12; “Community Plans Agency Suggested,” Coloradoan, 22 April 1952, p. 2; “Five Planning Party for New Residents,” Coloradoan, 25 July 1952, p. 6; “Architect Will Speak at Party,” Coloradoan, 23 May 1952, p. 5 5 “New City Hall Under Study,” Coloradoan, 11 December 1952, p. 8; “Comment Lacking on City Hall Proposal,” Coloradoan, 14 December 1952, p. 3; “Legal Institutes Scheduled Here by County Bar,” Coloradoan, 10 February 1953, p. 9; “Site for Courthouse, City Hall Talked by Kiwanis Club,” Coloradoan, 25 February 1953, p. 2 ITEM 4, ATTACHMENT 1 Packet Pg. 39 6 City Hall Sketch by Bill Robb, 1952 Source: Bill Robb Collection, Courtesy of Eleanor Robb In 1952, Robb completed design work for Markley Motor Sales at 246 N. College Ave. The project involved an expansion and remodel of the showroom and shop, along with modernization of the façade to replace its 1920s appearance. Decades later, the signage was removed and in the 2010s the façade was extensively remodeled, leaving the side and rear walls, roofline, and tall brick fin as remnants of its earlier appearance and use.6 Markley Motors, 246 N. College Ave., 1952-1953 Remodel Coloradoan, 5 August 1966, p. 5 6 “Congratulations – Markley Motor Sales,” Coloradoan, 13 February 1953, p. 10; “Architect Opens New Office Here,” Coloradoan, 7 May 1958, p. 2 ITEM 4, ATTACHMENT 1 Packet Pg. 40 7 Another project that emerged in the early 1950s involved the Larimer County Hospital, located on Hospital Road (now Lemay Avenue) on the east side of Fort Collins. Local doctors and the Larimer County Commissioners sought to enlarge the facility, which was not adequate to meet the needs of modern medicine and the growing community. In September 1953, the Larimer County Hospital Improvement Association launched a fundraising drive to expand the facility. Ditzen’s office was engaged to “make an overall survey, cost analysis and overall plan for bringing the Larimer County Hospital up to the standards required by the Colorado State Board of Health.” Several weeks later, Bill Robb presented the Commissioners with a sketch of the proposed additions to the building. The drawing was used over the following months for fundraising.7 Larimer County Hospital Sketch Coloradoan, 3 November 1953, p. 1 Bill Robb continued to manage Ditzen’s Fort Collins office through much of 1953. He was joined there by another Ditzen employee, Virgil Reinhold Magerfleisch. Born in 1927 in Kansas, he served in the US Navy toward the end of World War II and then attended the University of Colorado, where he graduated with a degree in architectural engineering.8 Additional Early Projects Undertaken by Bill Robb Under the Umbrella of the Ditzen Office, 1952-1953 Hillrose Elementary School (Hillrose, CO) Eaton School (Eaton, CO) Seventh Day Adventist Church Oakes Motors Catholic Church (Durango, CO) Quasebarth Motors Lafayette High School (Lafayette, CO) Trinity Lutheran Church (Fort Morgan, CO) Grover High School (Grover, CO) Sigma Alpha Epsilon Fraternity Meyer Building Lambda Chi Alpha Fraternity Rhoades Apartment House Kiefer Residence 7 “Hospital Fund Plans Pushed,” Coloradoan, 8 September 1953, p. 1; “Operation by Private Group to be Sought,” Coloradoan, 27 October 1953, p. 1; “County Hospital of the Future,” Coloradoan, 3 November 1953, p. 1 8 “Architect Opens New Office Here,” Coloradoan, 7 May 1958, p. 2; AIA Application for Corporate Membership, Virgil Reinhold Magerfleisch, Fort Collins, CO, 13 April 1967; “Virgil R. Magerfleisch,” South Bend Tribune (Indiana), 6 April 1997, p. 43 ITEM 4, ATTACHMENT 1 Packet Pg. 41 8 William B. Robb, Architect, 1953-1959: In November 1953, Bill Robb left Ditzen’s office and struck out on his own. An advertisement appeared in the Fort Collins Coloradoan on 11 January 1954, announcing that he had opened an office on the second floor of the Colorado Building at 133-145 S. College Ave. Thirty-one years old at the time, he was the city’s only independent, locally-based architect. Robb’s timing was fortuitous, as the rapid growth of Fort Collins offered an opportunity to build a career, support his family, and make his mark on the community. Virgil Magerfleisch also left Ditzen’s office to work for Robb as his chief draftsman and project coordinator.9 Around 1955, they were joined by Hurlburt Anderson Jr., who was born in Boulder in 1924 and graduated from the University of Colorado in 1949 with a degree in architectural engineering. During the early 1950s, he had worked in Boulder for the US Bureau of Reclamation. From approximately 1955 to 1963, Anderson worked in Robb’s office as a draftsman. He and Magerfleisch also participated in the First Collins Volunteer Cavalry, a group of reenactors who dressed in 1860s costumes and rode horseback in area parades.10 During his first year in solo practice, Robb received commissions for several relatively small projects in the city. The first of these involved storefront remodels for two small commercial buildings at 148 and 154 W. Mountain Ave. These have been remodeled again over the years, leaving limited elements of their historic appearance intact.11 First Advertisement for Solo Practice Coloradoan, 11 January 1954, p. 5 Storefront Sketches Coloradoan, 25 January 1954, p. 5 9 “Announcing! William B. Robb, Architect,” Coloradoan, 11 January 1954, p. 5 10 “Collins Cavalry Adopts Charter, Selects Officers,” Coloradoan, 18 August 1955, p. 16; “Masonic Lodge to Seat Staff,” Coloradoan, 18 December 1962, p. 2 11 “Mountain Avenue Scene Changing,” Coloradoan, 25 January 1954, p. 5 ITEM 4, ATTACHMENT 1 Packet Pg. 42 9 Robb completed another commercial project in 1954 when he was commissioned to design a building for Frank and Lee Richard, the owners of Richards Flowers. Located at 100 Grandview Avenue at the west end of Mountain Avenue and adjacent to Grandview Cemetery, the masonry building held a sales room with display windows, and likely included offices, workspace, and a greenhouse. A prominent sign panel projected upward from the flat roof. The building remained standing into the 1970s but is now gone.12 Richards Flowers, Built 1954 Coloradoan, 14 November 1954, p. 17 Fort Collins’ population continued to swell during the mid-1950s in conjunction with growth along the entire northern Front Range, and developers were busy turning the surrounding crop fields into residential subdivisions for middle-class families. In many of these cases, the houses were designed for the developers with several models made available to buyers. Those seeking to build in more upscale neighborhoods sought the expertise of architects who prepared plans for custom homes. One of the new neighborhoods that emerged in the 1950s was the upper middle-class Sheely Subdivision, developed along West Prospect Road by Fort Collins building contractor Ben Olds. In 1954, Robb designed a custom Ranch-style house for insurance agency owner William Galyardt and his wife Roberta. Located at 1613 Sheely Drive, the house is now a contributing feature of the locally-designated Sheely Drive Historic Landmark District. Robb also designed a Modernist-style house in 1954 for real estate and insurance agent Martin Falk and his wife Bonnie at 723 Locust Street. These houses remain standing, although the Falk House has a compatible addition to one side. An entire research project will need to be undertaken to identify the locations of Robb’s residential projects, to determine whether they were entirely new designs or remodels or expansions of existing houses, and to find out which are still standing and represent the best examples of his work.13 12 “Congratulations…Richards’ Flowers,” Coloradoan, 14 November 1954, p. 15 & 17 13 Sheely Drive Landmark District, Nomination and Brochure, City of Fort Collins, 2000/2019; “Building Mark Set in March,” Coloradoan, 1 April 1954, p. 1; “Transferred…Must Sell,” Coloradoan, 15 August 1954, p. 15 ITEM 4, ATTACHMENT 1 Packet Pg. 43 10 Falk Residence, Built Circa 1954 Source: Bill Robb Collection, Courtesy of Eleanor Robb Falk Residence, 2023 Galyardt House, 2023 ITEM 4, ATTACHMENT 1 Packet Pg. 44 11 Another project launched in 1954 involved the development of plans for a monument that would commemorate the founding of Fort Collins a century earlier. Why the event would be memorialized at the 90-year mark rather than waiting a decade remains a mystery. The project was coordinated by the Chamber of Commerce, Junior Chamber of Commerce, and Larimer County Pioneer Association. Robb also participated in the effort by serving on a building committee organized by the Junior Chamber of Commerce. A site was chosen on the grounds of the Fort Collins Light and Power Plant adjacent to North College Avenue and the Cache la Poudre River. Robb presented the organizers with a design for a tall, slender, stacked Lyons sandstone pylon with an interpretive plaque. A groundbreaking ceremony took place on 20 August 1954 and the monument was completed and dedicated two years later, in August 1956 (the city’s 92nd anniversary). The monument remains standing today, although it is rarely visited and most residents know nothing about its meaning or origin.14 Fort Collins Monument Dedication, 20 August 1956 Fort Collins Museum of Discovery, Image #H00825 Fort Collins Monument, 2023 14 “Camp Collins Site Ceremony Planned,” Coloradoan, 19 August 1954, p. 2; “JCC Organizes for Campaign for Monument,” Coloradoan, 25 August 1954, p. 2; “Camp Collins Marker to be Finished Soon,” Coloradoan, 26 September 1955, p. 1; To Be Dedicated,” Coloradoan, 19 August 1956, p. 2 ITEM 4, ATTACHMENT 1 Packet Pg. 45 12 The rapid development of new residential subdivisions caused increasing alarm among school officials, who recognized that the city’s existing schools were becoming overwhelmed with students. Between 1943 and 1954, the number of students enrolled in the district grew from 2,357 to 3,798, an increase of 61 percent. Around 4,000 were expected for the 1955- 1956 school year. New schools would have to be constructed and others expanded to meet the district’s needs. In November 1954, Robb was engaged to develop plans for enclosure of the south court at the 1918 Harris Elementary School at 501 East Elizabeth Street. The building had been expanded about a decade earlier but was already crowded again. Robb’s addition, which provided one extra kindergarten classroom space, was completed in 1955 and remains there today.15 Harris School, South Addition, 2023 Following the construction of Dunn Elementary School in 1949, the next new school in the district’s program of post-World War II expansion was Putnam Elementary, located in the northwest area of the city at 1400 Maple Street just north of Reclamation Village. This neighborhood of small houses was originally occupied by the families of workers who were employed constructing Horsetooth Reservoir west of the city. The school district purchased the open land in late 1954 and Robb was engaged to design the building.16 Robb’s plans called for a 28,000-square-foot, one-story International-style building with masonry walls, exterior doors to each classroom, recessed classroom window walls with multiple steel units on the east and west, and low-sloped butterfly roofs over the classroom wings. The main entrance would be recessed at the north end of a central courtyard. This was a departure from the taller block-shaped schools of earlier decades, heralding a new era of school design and construction. It also marked the first of many local school projects that would be undertaken by Robb in the coming years.17 15 “School Annexation Hearing Ordered,” Coloradoan, 2 November 1954, p. 1; “City Schools to Need Five More Classrooms in Year,” Coloradoan, 7 December 1954, p. 2; “Putman [sic] School Plan OKd,” Coloradoan, 2 August 1955, p. 1; “Fort Collins Schools Expect 4,000 Pupils This Fall,” Coloradoan, 9 August 1955, p. 9 16 Adam Thomas, In the Hallowed Halls of Learning: The History and Architecture of Poudre School District R- 1, August 2004, p. 55; “Board Buys City Site for New School Building,” Coloradoan, 7 December 1954, p. 1 17 “Start on School Planning Ordered,” Coloradoan, 4 January 1955, p. 1; “School Bond Discussion Set,” Coloradoan, 8 February 1955, p. 1 ITEM 4, ATTACHMENT 1 Packet Pg. 46 13 Putnam Elementary School, Built 1956 Source: Bill Robb Collection, Courtesy of Eleanor Robb A special election was held in September 1955 seeking public approval of a bond issue to finance the new school. The voters approved the initiative by a 6 to 1 margin and construction began in late 1955. The building was completed in the late summer of 1956 and opened for use. It held thirteen classrooms for kindergarten through sixth grade, an office, and a tall multi-purpose room that would be used as a gymnasium, lunchroom, and space for special events. Rather than being named for a honored teacher in the district, the new school was named for Henry Putnam, the longtime custodian of the Remington School. It continues to serve the neighborhood today.18 Putnam Elementary School, 2023 18 “Board Approves Design for New School in City,” Coloradoan, 14 June 1955, p. 1; “Putman [sic] School Plan OKd,” Coloradoan, 2 August 1955, p. 1; “School Bonds Approved by 6-1 Vote,” Coloradoan, 28 September 1955, p. 1; “No. 5 Board Asks Bids on New School,” Coloradoan, 31 October 1955, p. 1; “Advertisement for Bids,” Coloradoan, 31 October 1955, p. 2; “School Work to Start Soon,” Coloradoan, 23 November 1955, p. 1; “New School Started,” Coloradoan, 9 December 1955, p. 1 “The New Putnam Elementary School,” Coloradoan, 9 November 1956, p. 7 ITEM 4, ATTACHMENT 1 Packet Pg. 47 14 In 1955, construction began on the Poudre Canyon Chapel near the historic site of Poudre City in the foothills about 30 miles northwest of Fort Collins. Constructed of wood and native stone by volunteer laborers over several years, the building was designed by Bill Robb but some modifications were made to his plan. Although not located within the Fort Collins municipal boundaries, the chapel is one of his more notable regional projects and remains in use today for services, holidays and weddings.19 Sketch for the Poudre Canyon Chapel, Built 1955-1958 Coloradoan, 12 July 1955, p. 7 Poudre Canyon Chapel, 2023 19 “Work Begun on Poudre Canyon Chapel,” Coloradoan, 12 July 1955, p. 7; “Masons Start Erection of Chapel at Old Poudre City,” Coloradoan, 16 April 1956, p. 2; “Chapel Takes Shape,” Coloradoan, 27 April 1956, p. 8; “Church in Canyon,” Coloradoan, 9 July 1957, p. 3 ITEM 4, ATTACHMENT 1 Packet Pg. 48 15 By 1955, Fort Collins city leaders were again considering the community’s need for a new municipal building. One potential solution would involve purchasing and remodeling the Mountain States Telephone & Telegraph Company building at 317 South College Avenue. However, city manager Guy Palmes delayed the purchase and instead launched an effort to construct a new municipal building. He had been investigating the possibility for months and sought advice from Boettcher & Company in Denver regarding how Fort Collins might go about financing the project.20 Following a delay of three years, in late 1955 Fort Collins’ city council appointed a 50-member special advisory committee to study the question of replacing the community’s aging and crowded municipal building on Walnut Street. Five of the committee members, including Bill Robb, were from the city’s planning and zoning board. He was also appointed to represent the board on the design subcommittee. The question to be answered was whether the City should consider a building remodel, or perhaps construct an entirely new building in the vicinity of downtown.21 The committee reported back to city council in February 1956, advising that a new building be constructed rather than remodeling an older one. The preferred location was Washington Park, bounded by Maple Street on the north, Laporte Avenue on the south, North Howes Street on the east, and North Meldrum Street on the west. This was a cost-saving measure as the City of Fort Collins already owned the site, plus space for automobile parking was readily available. Bill Robb was engaged to design the building, arguably the most important project to take place in the city during the early post-World War II era and the most significant project yet in his young career. His design was much more sophisticated than the preliminary one drafted in 1952.22 In late February 1956, Robb provided city council with a conceptual design for the building, complete with floor plans, and they continued to be refined over the following months. His design called for a three-winged, Y-shaped building consisting of a raised basement with two floors above. With its long arced southern façade, another general description of the building is a boomerang shape with a shorter squared north wing to the rear. The 21,000 square foot masonry building would be constructed of brick with sandstone wall cladding at either end. These features, together with the long window bands and horizontal massing defined Robb’s design as International Style. City leaders viewed it as innovative and forward-looking. Another recently constructed building might have served as an inspiration for the design of the new Fort Collins City Hall. That was the Beverly Hilton, the prominent three-winged Los Angeles hotel that opened in 1955. An illustrated brochure for the hotel is located among archival records for the Fort Collins City Hall project, indicating that Robb and likely others were aware of it and that he might have used its general design as a source of inspiration. Fort Collins city leaders were presented with a similarly-shaped building, albeit much smaller, to consider as an example of how such an unusual design might look and function.23 20 “City Hall 1967: 10 Years After and 10 Years Before,” Coloradoan, 4 June 1967, p. 15 21 “City Hall Advisers Get Assignments,” Coloradoan, 2 December 1955, p. 1 22 “Plans Begun for City Hall in Washington Park,” Coloradoan, 24 February 1956, p. 1 23 Ron Sladek, Historic Preservation Analysis of the Fort Collins Municipal Building, 300 Laporte Avenue, September 2009 ITEM 4, ATTACHMENT 1 Packet Pg. 49 16 The east wing’s basement was designed to house utility shop and storage space, along with a home economics demonstration room, food laboratory, records vault, women’s lounge, and the boiler room. The first floor would hold utility department offices and a drive-through billing clerk, with administrative offices and the city council chambers (with seating for around 100) on the second floor. The west wing was designed to hold water and electric shop and storage space in the basement, along with another records vault, a men’s lounge, and restrooms. Finance department offices were planned for the first floor, and the engineering and building inspection departments would occupy the second floor.24 Plan for Fort Collins City Hall, First Floor Source: Bill Robb Collection, Courtesy of Eleanor Robb The north wing was designed to house the Police Department, complete with offices, storage space, a locker room, a vault, an interrogation room, and a second-floor courtroom and jail with multiple cells. The nexus of the three wings would hold lobby spaces, public restrooms, and a stairway and elevator. The basement level below would hold the boiler room and meeting rooms. Dropped ceilings throughout provided a plenum for the heating, ventilating, air conditioning, plumbing and electrical lines. Parking was relegated to the curbs and a paved lot north of the building. The front sidewalks would hold electric lines to melt ice and snow. Anyone wishing to pay their city utility bill without leaving their car could do so at the eastern drive-through window, a relatively new concept in customer service. This would be a modern building for modern times. Future expansion of city office space was anticipated to result in the construction of another three-winged building to the north.25 24 “Municipal Building to Match City Growth,” Coloradoan, 16 August 1957, p. 8 25 “Municipal Building to Match City Growth,” Coloradoan, 16 August 1957, p. 8; “Payments Made Easier,” Coloradoan, 28 January 1958, p. 1 ITEM 4, ATTACHMENT 1 Packet Pg. 50 17 Sketch of the Fort Collins City Hall, Built 1957-1958 Source: Bill Robb Collection, Courtesy of Eleanor Robb Bill Robb resigned from the planning and zoning board around the first of March 1956 when he was about to become the official architect for the city hall project. His contract was finalized the following month, specifying that he would be compensated $21,000 for his work. Robb’s plans and specifications were ready around the first of August. The project was advertised for bid in January 1957 and awarded later that month to the Cascade Construction Company of Boulder for $403,875. A building permit was issued the following month and construction began at the site, with a cornerstone ceremony held on 20 August 1957.26 Construction continued into 1958 and the building was finished by the end of May for a cost of just over $406,000, with no remaining debt to the taxpayers. The final payment to the contractor was made in late 1960. A massive move of records, equipment and furnishings took place as city staff moved into the building. On 8 June 1958, the City of Fort Collins held a ceremony at which Bill Robb handed a gold key to the building to Mayor Robert Sears. Numerous dignitaries were present, and the public was provided with tours. The project was such a credit to Robb’s architectural practice and professional reputation that he placed his own advertisement in the Coloradoan, inviting the public to attend the open house. Although another City Hall was constructed to the northwest in 1978, the 1950s-era building continues to house city offices today.27 26 “City Hall Planning to Start / Actions of City Council,” Coloradoan, 2 March 1956, p. 1; “City Hall Architect Contract Authorized,” Coloradoan, 13 April 1956, p. 2; “Council Views Architect’s Plans for New City Hall,” Coloradoan, 25 May 1956, p. 6; “Embryo City Hall,” Coloradoan, 27 May 1956, p. 18; “Plans for New City Hall Promised Council Aug. 1,” Coloradoan, 20 July 1956, p. 1; “Council Calls for Bid for New City Hall,” Coloradoan, 14 December 1956, p. 1; “Council Gets $366,000 Bid on Hall,” Coloradoan, 1 February 1957, p. 1; “Municipal Building to Match City Growth,” Coloradoan, 16 August 1957, p. 8 27 “City Offices Prepare for Major Move,” Coloradoan, 17 March 1958, p. 1; “City Holds Open House Today,” Coloradoan, 8 June 1958, p. 1; “Fort Collins Marks New Era with Municipal Building,” Coloradoan, 8 June 1958, p. 15; “Open House,” Coloradoan, 8 June 1958, p. 16; “Gold Keys Presented,” Coloradoan, 9 June 1958, p. 1; “Throng Views City Building,” Coloradoan, 9 June 1958, p. 1; “City to Make Final Payment of $1,800 Soon on City Hall,” Coloradoan, 25 November 1960, p. 1 ITEM 4, ATTACHMENT 1 Packet Pg. 51 18 Fort Collins City Hall, circa 1970 Source: Bill Robb Collection, Courtesy of Eleanor Robb Coloradoan, 8 June 1958, p. 16 ITEM 4, ATTACHMENT 1 Packet Pg. 52 19 Fort Collins Municipal Building, 2023 ITEM 4, ATTACHMENT 1 Packet Pg. 53 20 In January 1956, the City of Fort Collins’ recreation commission chose Robb to prepare plans for the construction of a Bathhouse and Concession Stand at the City Park swimming pool just east of Club Tico. Municipal funds for the $10,000 project were supplemented by donations from the Kiwanis Club and Elks Lodge. Robb provided an initial sketch followed by several alternatives. In February, the commission approved a plan that included two separate masonry buildings constructed of cinder blocks. One would hold locker rooms and showers lined by ceramic tiles, and the other would be used as the concession stand. The buildings were completed in time for the summer season in 1956. They seem to have been demolished decades later and are no longer standing, replaced by newer concrete block buildings at the expanded City Park pool.28 Sketch of the Municipal Bath House at City Park, Built 1956 Coloradoan, 2 March 1956, p. 1 With business thriving, Robb moved his office in April 1956 to a suite on the second floor of the Robertson Building at 156 South College Avenue. Virgil Magerfleisch and Hurlburt Anderson joined him there and the firm remained in that location through 1969.29 Another project occupied Robb’s attention in 1956, when he designed a building for the Crestmore Church of God. The small congregation had been meeting in a building at Mulberry Street and Canyon Avenue for several years and by the mid-1950s was ready for a facility of its own. Work started in 1956 on a lot at Crestmore Place and Skyline Drive southwest of City Park, and the building was completed and dedicated in 1960. From the 28 “Plans for New Bathhouse at City Park to be Drawn,” Coloradoan, 8 January 1956, p. 2; “Board Discusses Bathhouse Plans,” Coloradoan, 18 January 1956, p. 2; “City Board Oks Plans of Bathhouse,” Coloradoan, 22 February 1956, p. 1; “Proposed Bathhouse,” Coloradoan, 2 March 1956, p. 1; “Bathhouse Bids to be Sought Soon,” Coloradoan, 2 March 1956, p. 2 29 “Announcing Change in Location,” Coloradoan, 3 April 1956, p. 10 ITEM 4, ATTACHMENT 1 Packet Pg. 54 21 mid-1990s until around 2021, this was the home of the Abyssinian Christian Church, the city’s only African-American congregation, led since 1989 by Rev. David Williams. It appears to have been converted to a residence.30 Crestmore Church of God, 2023 In the spring of 1956, Robb presented the school board with plans for two new elementary schools. Not yet named, they were simply known as the East and West schools. One would be located at 703 East Prospect Street and the other southwest of City Park at 1905 Orchard Avenue. Seeking to save both time and cost, the school board decided that they would utilize identical plans for seven classrooms and a multi-purpose room based upon one wing of Putnam Elementary School, which was still under construction. The plans were approved in June and the construction contract was awarded to the Hensel Phelps Construction Company of Greeley. The schools were named Barton Elementary School (now Barton Early Childhood Center) and Moore Elementary School (now Polaris Expeditionary Learning School). Both were completed in 1957. In the spring of 1958, the school board hired Robb again, this time to design six-classroom additions along with kitchen facilities for the schools. Within weeks they were requesting another two classrooms for each building. The expansion projects were completed in 1959.31 30 “Dedication Planned,” Coloradoan, 21 April 1960, p. 2; “Church of God in Dedication, Revival Rites,” Coloradoan, 22 April 1960, p. 12; “Church of Many Colors,” Coloradoan, 8 August 2002, p. B10 31 “School Board Oks Plans for Two Buildings,” Coloradoan, 8 May 1956, p. 1; “School Board Seeking Bids on Two Buildings,” Coloradoan, 26 June 1956, p. 1; “The Board of Education, School District No. 5,” Coloradoan, 29 June 1956, p. 11; “No. 5 Board to Open Bids on 2 Schools,” Coloradoan, 31 July 1956, p. 1; “Contract Let for 2 Schools,” Coloradoan, 7 August 1956, p. 1; “Phelps Co. Gets Contracts for 2 Collins Schools,” Greeley Daily Tribune, 8 August 1956, p. 16; “School Board Calls Junior High Bond Issue Vote,” Coloradoan, 4 March 1958, p. 1; “School Addition Planning Started, Vote Boards OKd,” Coloradoan, 8 April 1958, p. 2; “Extra Classrooms Planned, Six New Teachers Elected,” Coloradoan, 3 June 1958, p. 2; “School Board Asks Bids on 2 Additions,” Coloradoan, 24 June 1958, p. 1; “Board Scans Low School Bid,” Coloradoan, 25 July 1958, p. 1; “Third School Bid Accepted by Board,” Coloradoan, 31 July 1958, p. 1; “City Permits Out for Additions at Two City Schools,” Coloradoan, 19 August 1958, p. 2 ITEM 4, ATTACHMENT 1 Packet Pg. 55 22 Barton Elementary School, 2023 Moore Elementary School, 2023 In June 1956, Fort Collins Federal Savings & Loan announced its intention to have a building constructed on the northwest corner of West Oak Street and South Howes Street. The lead architect on the project was Ronald White of Los Angeles, who was working for the Wallace Cunneen Company of Philadelphia. Bill Robb was engaged to oversee construction of the 9,000-square-foot building. One story in height with a full basement, the mid-century Modern building would be constructed of yellow brick, concrete, glass, and porcelain-enameled steel panels in black and turquoise. A pylon facing Oak Street would be finished with a “conglomerate of chipped green Italian marble set in cement.” The Olds & Red Construction Company was awarded the construction contract around the first of August 1956. When it ITEM 4, ATTACHMENT 1 Packet Pg. 56 23 was completed in mid-1957, the building included a large public meeting room and a drive- through teller station. A decade later, in 1968-1969, the building was expanded with an 11- story tower (see page 58 below).32 Fort Collins Federal Savings & Loan, Built 1956 Source: Bill Robb Collection, Courtesy of Eleanor Robb Fort Collins Federal Savings & Loan, 2023 32 “New Building Planned,” Coloradoan, 24 June 1956, p. 2; “Savings Building Contract Let, Work Will Start Soon,” Coloradoan, 2 August 1956, p. 1; “’Friendship Room’ is Feature of New Building,” Coloradoan, 21 June 1957, p. 10 ITEM 4, ATTACHMENT 1 Packet Pg. 57 24 In January 1957, Gene Rouse and his mother Dorma announced plans to construct a two- story mixed-use building at 120-124 West Olive Street. The Rouses owned the Fishback photography and photo finishing studio in the nearby Armstrong Hotel. Bill Robb was engaged to prepare plans for the 10,000-square-foot Rouse Building, which would cost $72,000 and hold two side-by-side retail stores on the main floor and eight apartments above. Construction of the building extended through the summer months.33 Sketch for the Rouse Building, Built 1957 Coloradoan, 13 January 1957, p. 2 In July, the U.S. Department of Agriculture announced plans to move around thirty of its employees from the federal soil and water conservation office in Beltsville, Maryland to Fort Collins. They would establish the agency’s Western Soil and Water Management Branch, making the city the headquarters for conservation research throughout seventeen states. Additional USDA technical personnel had already moved to Fort Collins three years earlier and occupied the Industrial Research building at Colorado State University. The federal government leased 4,000 square feet of space in the nearly-completed Rouse Building with the intention of installing the USDA’s soils laboratory across the entire second floor.34 Instead of finishing the building for apartments as originally planned, the government’s specifications called for the it to be occupied by offices and storage rooms; chambers for soil and plant isolation, preparation, and incubation; chemistry, microbiology, and physics laboratories; and a weighing room, constant temperature room, and chromatography laboratory. USDA researchers would utilize the facility to study the challenges of soil conservation and crop growing related to Great Plains precipitation and dryland farming.35 When the Rouse Building was completed in August 1957, the main floor was occupied by two retail businesses. On the east was Stinnett Cleaners, a laundry operated by James 33 “New Building Planned,” Coloradoan, 13 January 1957, p. 2; “Building Pace Continues at $120,000 Clip for Week,” Coloradoan, 10 March 1957, p. 2; 34 “U.S. to Open Western Conservation Office Here,” Coloradoan, 24 July 1957, p. 1; “Soils Lab Quarters,” Coloradoan, 25 July 1957, p. 2 35 “USDA Group in New Office,” Coloradoan, 4 September 1957, p. 1; “USDA Research Unit Under Way Here,” Coloradoan, 13 September 1957, p. 2 ITEM 4, ATTACHMENT 1 Packet Pg. 58 25 Stinnett, who already owned three other locations in Fort Collins. The shop offered drive-up service to customers. To the west was Gillan’s Bakery, owned by Vern Gillan, who previously operated the bakery in the Piggly Wiggly grocery store. The USDA remained in the building through the 1970s and a bakery and dry cleaners continued to occupy the main-floor spaces into the 1980s. The building remains standing, but its façade has been heavily modified.36 Completed Rouse Building Coloradoan, 6 September 1957, p. 6 Rouse Building, 2023 36 “Sign Ordinance Under Fire at Council Session,” Coloradoan, 23 August 1957, p. 5; “Stinnett Opens in New Location,” Coloradoan, 1 September 1957, p. 3; “Congratulations Stinnett Drive-In Cleaners,” Coloradoan, 6 September 1957, p. 6; “Open for Business – Gillan Bakery,” Coloradoan, 13 August 1957, p. 2; Fort Collins City Directories, 1950s-1980s ITEM 4, ATTACHMENT 1 Packet Pg. 59 26 Founded in 1872, the First Presbyterian Church of Fort Collins occupied a Gothic Revival building on the northwest corner of South College Avenue and West Myrtle Street since 1914. As the city expanded during the post-World War II years and its population grew, the church’s membership also increased. Throughout the first half of 1957, the congregation engaged in discussions about the future of its aging building, which was also inadequate in size. The critical question was whether the church should remain in its location or relocate to the residential subdivisions that were cropping up on the outskirts of town. The decision was made to stay in the downtown area so that residents from the expanding city could easily reach the church from any direction.37 With that question answered, the church’s leadership announced the immediate launch of a campaign to raise funds for construction of an education building on the site to fill the need for classroom, office, library and meeting space. The fundraising campaign, chaired by prominent auto dealer Arthur Sheely, set a goal of securing $250,000 in donations. Bill Robb was engaged to design the education building, and he completed his plans and specifications in the fall of 1957. The two-story building with a raised basement would hold 36 rooms and be constructed of steel and brick with long bands of windows. Ground was broken in mid- July 1958 behind and northwest of the church. The two buildings were minimally connected at the church’s northwest corner and the education building’s southeast corner. The new education building was dedicated on 20 September 1959 at an open house ceremony in which Robb handed the keys tos the chair of the church finance committee. Although the main church building was demolished and replaced in 1976, the education wing remains standing today and is still in use for its original purpose.38 Sketch of the First Presbyterian Church and its Education Wing, Built 1958-1959 Coloradoan, 17 October 1957, p. 1 37 Ron Sladek, Colorado Cultural Resource Survey, Architectural Inventory Form, First Presbyterian Church, 531 S. College Ave. (5LR14683), 13 November 2019; “First Presbyterian Church of Fort Collins, 1872-1984,” 1985; “Church Will Erect $240,000 Building,” Coloradoan, 10 January 1957, p. 1 38 Sladek, Colorado Cultural Resource Survey, Architectural Inventory Form, First Presbyterian Church, 2019; “Presbyterians Plan Addition to Church,” Coloradoan, 17 October 1957, p. 1; “Church Asks Building Bids,” Coloradoan, 8 May 1958, p. 1; “Board Opens Bids for Presbyterian Addition,” Coloradoan, 29 May 1958, p. 1; “Presbyterian Church Will Start Building,” Coloradoan, 26 June 1958 p. 1; “Addition to Presbyterian Church Tops City Permits,” Coloradoan, 20 July 1958, p. 4; “Presbyterians Will Dedicate Building,” Coloradoan, 18 September 1959, p. 10 ITEM 4, ATTACHMENT 1 Packet Pg. 60 27 First Presbyterian Church, Education Wing, 2023 In May 1957, a local healthcare non-profit known as Hospital Service Inc. announced that it was arranging to have a building constructed for its offices at 208 South College Avenue. It was founded in 1940 by Fort Collins insurance agents Alfred Hagemeister and Frank W. Hughes. Their intention was to create an independent non-profit medical care insurance enterprise for area residents under the age of 65 who were willing to subscribe for a monthly fee. In return, Hospital Service Inc. would assure the coverage of hospitalization costs at any location in the country that were incurred because of illnesses or accidents. The concept was based upon similar entities operating in the country’s larger cities, with a reported five million individuals enrolled across the United States. Hospital Service Inc. continued to increase its subscriptions and by 1956 had paid almost 18,000 bills for its customers.39 Robb’s Sketch for the Hospital Service Building, Built 1957 Coloradoan, 16 June 1957, p. 5 39 Ron Sladek, Colorado Cultural Resource Survey, Architectural Inventory Form, Hospital Service Building, 208 S. College Ave. (5LR14832), 13 November 2019; “Hospital Service Will Erect Office,” Coloradoan, 29 November 1956, p. 1 ITEM 4, ATTACHMENT 1 Packet Pg. 61 28 Hospital Service engaged Bill Robb for the project. His design for the building provided primary office space for the firm toward the front, along with a 7’ x 100’ arcade along its south side that accessed two rental spaces to the rear. The façade featured a centered entry and large fixed windows on the north, along with stacked sandstone facing topped by windows on the south. A full-width panel above the entry and storefront provided space for a large sign that read Hospital Service Inc. It appears that the façade was bordered by bands of dark, possibly black, Carrara glass along its north edge and the parapet. The construction contract was awarded to the Norman A. Ginley Construction Company of Denver. Robb oversaw the project, which was completed in November 1957. By that time, Hospital Service Inc. had around 10,000 subscribers and its office remained there into the 1970s. The facade has been modified in recent decades and few elements of its original architecture remain.40 In the spring of 1958, a prominent news topic in the Fort Collins area involved consolidation of the region’s school districts. A proposed Poudre R-1 district was starting to coalesce that would combine the Fort Collins schools with those in Laporte, Timnath, Waverly, Wellington and into the western foothills. Bill Robb was involved in the discussions that took place regarding the urgent need to expand the overcrowded schools in Laporte no matter what happened with district consolidation. During the fall of 1958, he was engaged by the district to prepare plans for a new nine-classroom elementary school along with an addition to the Cache la Poudre High School. In November, he presented the district with a drawing that showed a fully built-out campus that would hold several buildings along with an athletic field. How much of this plan was executed needs to be more fully explored.41 Sketch for Expansion of the Laporte Schools Coloradoan, 16 November 1958, p. 12 40 “Hospital Service Building Plan OKd,” Coloradoan, 13 February 1957, p. 2; “Hospital Service Asks Bids for New Building,” Coloradoan, 22 May 1957, p. 2; “Sealed Bids Now Being Received,” Coloradoan, 23 May 1957, p. 5; “Four Bids Opened by Hospital Service Inc.,” Coloradoan, 12 June 1957, p. 2; “Hospital Service Building to Start,” Coloradoan, 14 June 1957, p. 3; “New Building Planned,” Coloradoan, 16 June 1957, p. 5; “Sign of Progress,” 4 October 1957, Coloradoan, p. 3; “Hospital Service Plans Open House, Coloradoan, 25 November 1957, p. 1 41 “Laporte Issue Tops Voting,” Coloradoan, 2 May 1958, p. 2; “Possible Building Program Scanned by Laporte Board,” Coloradoan, 15 May 1958, p. 7; “Laporte Will Vote on Bond Issue for School Buildings,” Coloradoan, 4 November 1958, p. 1; “Future School Picture,” Coloradoan, 16 November 1958, p. 12 ITEM 4, ATTACHMENT 1 Packet Pg. 62 29 As the new Fort Collins City Hall was about to be finished in the spring of 1958, the city council engaged Robb to prepare plans for an extensive remodel of the interior and façade of the historic city hall on Walnut Street. The fire department planned to expand into the older building and make that its central headquarters, requiring that it be adapted in various ways. Robb’s plans called for removal of some the building’s historic features, including elements of its brick detailing and the iconic tower that dated from the early 1880s. New windows, doors, and exterior porcelain wall cladding would be installed. Work began on the site in late 1958 and the project was completed in 1959. Decades later, Robb’s modifications were removed and the was building returned to its 1880s appearance.42 In 1958, Robb prepared a sketch for the Farmers Loan Building, which the Fort Collins Production Credit Association planned to have constructed at 417 West Mountain Avenue. The mid-century Modern building would cost $47,000 and feature a low-sloped gabled roof, front window wall, glassed vestibule, and a tall sandstone wall on the facade. Construction started in 1958 and was completed in the spring of 1959. The Production Credit Association was organized in Greeley in 1934 with $120,000 in funding provided by the Federal Production Credit Corporation. Its regional headquarters was established in Fort Collins at 132 North College Avenue, with field offices in Greeley, Longmont and Brighton. During its first twenty-five years of operation, the association made almost $41 million in loans to farmers to help cover the costs of crops, livestock, and equipment. The Fort Collins Production Credit Association remained at this location through at least the 1980s. While the building remains standing, its facade has been substantially modified.43 Sketch for the Farmers Loan Building, Built 1958 Coloradoan, 19 June 1958, p. 1 Another project started in June 1958 was a new building for the Immanuel Southern Baptist Church, which had been organized in Fort Collins three years earlier. Robb designed a 42 “City to Ask U.S. Aid in Enlarging Disposal Plant,” Coloradoan, 18 April 1958, p. 8; “City Landmark Soon to Fall,” Coloradoan, 8 June 1958, p. 17; “City Will Ask Bids on Fire Station Project,” Coloradoan, 3 October 1958, p. 1; “City Asks Bids for Revamping Old Hall,” Coloradoan, 24 October 1958, p. 1; “Fire Station Bids Opened,” Coloradoan, 2 November 1958, p. 26; “Robb Designer for Fire Station,” Coloradoan, 22 April 1959, p. 2 43 “Office Building Planned,” Coloradoan, 19 June 1958, p. 1; “Farm Credit Assn. Schedules Opening,” Coloradoan, 8 May 1959, p. 2; Historic Photograph of 417 W. Mountain Ave., Fort Collins Museum of Discovery (Image #417WMt59), circa 1959 ITEM 4, ATTACHMENT 1 Packet Pg. 63 30 concrete block and brick building with a front porch, centered window wall on the façade, and a soaring off-centered spire rising from a rectangular brick fin. The three-acre site at 1725 West Mulberry Street contained space for additions to be built as the congregation expanded. A groundbreaking ceremony was held in June and the building was completed in 1959. In 1965, a two-story, Robb-designed education wing was constructed north of the church. Both the original church building and the addition remain standing today.44 Immanuel Southern Baptist Church, Built 1958-1965 Coloradoan, 20 June 1958, p. 3 Immanuel Southern Baptist Church, 2023 44 “Southern Baptists to Build,” Coloradoan, 20 June 1958, p. 3; “Immanuel Baptist Starts Construction of New Wing,” Coloradoan, 2 April 1965, p. 8; “Immanuel Baptist Church Opens Educational Wing,” Coloradoan, 10 September 1965, p. 8 ITEM 4, ATTACHMENT 1 Packet Pg. 64 31 In 1958, Robb was engaged to prepare a concept for a new building for the First Baptist Church, which had been located at 328 South Remington Street. Having outgrown their building, the congregation needed more space for activities and parking. To accomplish these goals, the church acquired a five-acre site in the University Acres Subdivision along Prospect Road just east of the planned Lesher Junior High School. The cost of the project exceeded expectations, so the facility would be constructed in three phases built around a central courtyard. Robb presented his final design concept to the congregation and in December 1958 the building committee was instructed to move ahead with the project.45 Sketch for the First Baptist Church, Built 1961-1962 Coloradoan, 19 December 1958, p. 10 Before construction started, Robb received a national award for this project in 1960 when he won a church design contest sponsored by Christian Life Magazine and the National Association of Evangelicals. Work on the site was launched in the spring of 1961 with construction of the project’s first phase, consisting of an educational building connected to a two-story fellowship hall that would serve as a temporary sanctuary. This was completed toward the end of 1962 by contractor Ralph Faith of Longmont. The second and third phases would add an 800-seat sanctuary along with a 1,000-seat fellowship hall. It is unclear whether the later phases were completed. While elements of the complex remain standing, the most distinctive building components have been demolished and replaced.46 45 “Baptists Will Build on Site in Subdivision,” Coloradoan, 9 November 1958, p. 1; “Baptists Approve General Design of New Church,” Coloradoan, 18 December 1958, p. 1; “Church of Future,” Coloradoan, 19 December 1958, p. 10; “Church Adopts New Plan for Construction,” Coloradoan, 11 November 1960, p. 1 46 “Robb Wins Award for Church Design,” Coloradoan, 24 October 1960, p. 3; “Baptist Church to Break Ground for New Building,” Coloradoan, 21 April 1961, p. 18; “Future Church Home,” Coloradoan, 23 April 1961, p. 24; “Baptists Plan First Services in New Church, Coloradoan, 26 January 1962, p. 2; “Baptists Will Dedicate New Church on Sunday,” Coloradoan, 23 February 1962, p. 1 ITEM 4, ATTACHMENT 1 Packet Pg. 65 32 First Baptist Church, 2023 In April 1959, Robb drafted a sketch for a new commercial building that would be constructed for Gene Rouse at 700 South College Avenue. The one-story building with a footprint of 50’ x 114’ was completed over the following months. Facing west, it had a cantilevered accordion roof and front fixed awning, large display windows, and stone wall treatment at the front corners. The building was occupied by the Randall Shop, a small department store and beauty shop operated by the Denver Dry Goods Company. Decades after it was built, the distinctive roofline and other features were removed.47 Sketch for the Rouse Building / Randall Shop, Built 1959 Coloradoan, 23 April 1959, p. 1 47 “Building Started,” Coloradoan, 23 April 1959, p. 1 ITEM 4, ATTACHMENT 1 Packet Pg. 66 33 One other project occupied Robb’s attention starting in the spring of 1959. This involved St. Joseph’s Catholic Church at 300 West Mountain Avenue, which was completed in 1901. By the late 1950s, the congregation had outgrown the building. In addition to the prominent Gothic Revival church, the property held a 1908 rectory to the west and the 1925 St. Joseph Catholic School to the north. In 1959, the church engaged Bill Robb to develop plans for its expansion and remodel, a project expected to cost $200,000. The 300-seat sanctuary would be enlarged to accommodate 670 by expanding the building northward to the alley. The original main entrance in the southeast bell tower vestibule would be closed and replaced by three new doorways along the south wall facing Mountain Avenue. Gothic arches would form an arcaded porch at that location. The interior would be remodeled, including new finishes and furnishings and replacement of the stained-glass windows. A basement would also be excavated to add an auditorium, kitchen, and furnace room.48 Sketch for the St. Joseph’s Catholic Church Expansion Built 1959-1960 Coloradoan, 24 April 1959, p. 8 A groundbreaking ceremony was held in September 1959 and the following day the Floyd Locke Construction Company of Fort Collins began work on the site. New grey sandstone was needed for the addition’s exterior walls, but the original quarry west of Fort Collins was 48 Historic Landmark Designation Nomination Form, St. Joseph’s Catholic Church, 300 West Mountain Avenue, Prepared by John Ferguson and Rose Laflin, September 2007: “Catholics Will Enlarge Church,” Coloradoan, 13 April 1959, p. 1; “Expansion Planned,” Coloradoan, 24 April 1959, p. 8; “Zone Board Oks Church Project,” Coloradoan, 13 May 1959, p. 2; “Bids to be Sought for Church Project,” Coloradoan, 11 August 1959, p. 2 ITEM 4, ATTACHMENT 1 Packet Pg. 67 34 no longer operational and the stone had to be obtained from another quarry nearby. To make the new stonework match more closely to the original, the building’s historic exterior walls were sandblasted to remove decades of staining. The project was completed in 1960 in time for Christmas. St. Joseph’s Catholic Church remains standing, including Robb’s modifications, and it is protected as a Fort Collins City Landmark.49 St. Joseph’s Catholic Church, 2024 Additional Projects Undertaken by Bill Robb, 1954-1959 Pi Beta Phi Sorority Briggsdale School American Baptist Church Presbyterian Church State Theater Robertson Building State Game & Fish Department Lyric Theater Phi Delta Theta Fraternity Telephone Building Remodel American Theater Sheeley Garage Larimer County Abstract High School Garage and Vault Poudre Canyon School Rouse Apartment Building Sugar Beet Foundation Berthoud School Gordon’s Concrete Products McDonald Department Store Northern Equipment Company Barton and Moore School Extension Greeley Title Building Masonic Temple Elevator Everitt & Blake Subdivision Cody Rest Home Whittleman Subdivision Wray Plumbing and Heating Steele’s Market on Oak Street Numerous Residences 49 “Bids on Church Project to be Opened Soon,” Coloradoan, 28 August 1959, p. 8; “St. Joseph’s Will Start Building,” Coloradoan, 20 September 1959, p. 1; “Cornerstone Opened,” Coloradoan, 3 November 1959, p. 2; “St. Joseph’s Church to be Open for Christmas Mass,” Coloradoan, 21 December 1960, p. 1; “Dedication Slated April 27 for Catholic Church Here,” Coloradoan, 14 April 1961, p. 16; “Catholics Prepare for Rite at Church,” Coloradoan, 26 April 1961, p. 1 ITEM 4, ATTACHMENT 1 Packet Pg. 68 35 William B. Robb, Architect, 1960s: As the 1950s drew to a close, Bill Robb’s architectural practice was thriving. However, Virgil Magerfleisch left in 1958 to start his own office, leaving Hurlburt Anderson as Robb’s only full-time employee. Eleanor handled the office’s clerical duties on a part-time basis. In June 1959, Robb also engaged a recent college graduate by the name of William O. Brenner Jr. Born in 1930 and raised in Chicago, Brenner attended Tilden Technical High School followed by the Illinois Institute of Technology. He served in the US Army from 1951-1953 at Fort Hood, Texas, as a Second Lieutenant with the 1st Armored Division. Following his discharge from service, Brenner moved west to attend the University of Colorado, where he met and married his wife, Lucy. He completed degrees in architecture and architectural engineering in 1958-1959.50 During a visit to Fort Collins in 1959, the Brenners noticed Bill Robb’s architectural office listed on a directory for the Robertson Building. Bill Brenner reached out to Robb to inquire about a position with the firm. The timing was fortuitous, as Robb was looking for professional help. He hired Brenner, who spent his entire career working with Robb’s architectural practice and eventually became a partner and executive of the firm.51 Bill Brenner Letterhead of William B. Robb, Architect, 1956-1968 50 United States Federal Census Record, William Brenner Jr., Chicago, IL, 1950; “Second Lt. William O. Brenner…,” Chicago Tribune, 29 January 1953, p. 61; “Anniversary: Lucy and Bill Brenner,” Coloradoan, 7 June 2015, p. D6; Interview with Bill and Lucy Brenner at their home at 1525 Peterson Street in Fort Collins, 15 December 2023; Obituary of William Otto Brenner, Jr., Coloradoan, 29 January 2024 51 Interview with Bill and Lucy Brenner at their home at 1525 Peterson Street in Fort Collins, 15 December 2023 ITEM 4, ATTACHMENT 1 Packet Pg. 69 36 Two other architects joined Robb’s firm in the early 1960s: Donald R. Drager and Gary D. Lawrence. Drager was born in Colorado in 1931 and graduated from Cache la Poudre High School. During the early 1950s he served in the US Air Force and was assigned to Lackland Field near San Antonio, Texas, followed by Lowry Field in Denver. By 1955, he had enrolled at the University of Colorado in Boulder, where he pursued a degree in architectural engineering. Following his graduation in June 1959, Drager moved to Grand Junction and worked for the architectural firm of Van Deusen & Blitz (or Bliska) through the end of 1960. He and his wife Wilma then returned to Fort Collins, where he was hired by Bill Robb as a junior architect. Lawrence was born in Kansas in 1935 and graduated from Kansas State University around 1960 with a degree in architecture. He and his wife Peggy moved west to Fort Collins, where he also accepted a junior architect position with Bill Robb.52 Don Drager Gary Lawrence As a team, Robb, Brenner, Drager, Lawrence and Anderson collaborated to develop plans for projects as the firm’s reputation grew and business continued to increase in the heated postwar atmosphere of rapidly growing Fort Collins. Determining which projects that each worked on, and in what capacity, will require additional research in the coming years. What is important to note is that they were together in Robb’s office from 1959 to 1968 (although Anderson left in 1963). During this period, the firm produced a remarkable output of plans for numerous buildings in Fort Collins and Loveland. 52 United States Federal Census Record, Donald Drager, Larimer County, CO, 1950; “Donald Drager Wins Air Force Promotion,” Coloradoan, 18 March 1952, p. 8; “Drager Assigned to Lowry Field Laboratory,” Coloradoan, 7 August 1952, p. 3; “News From Laporte,” Coloradoan, 8 September 1955, p. 5; “Two Local Students Win Architect Awards,” Coloradoan, 13 May 1959, p. 15; “Don Drager Works on Design Problem,” Coloradoan, 3 June 1959, p. 8; “News From Laporte,” Coloradoan, 12 June 1959, p. 9; “Architects Speak,” Daily Sentinel (Grand Junction, CO), 19 March 1960, p. 4; United States Federal Census Record, Gary Lawrence, Topeka, KS, 1950; “Announcement by Parents,” Manhattan Mercury (Manhattan, KS), 12 January 1958, p. 14 ITEM 4, ATTACHMENT 1 Packet Pg. 70 37 In September 1968, Lawrence rented an airplane and he and Drager flew to Manhattan, Kansas with their wives to attend the Colorado State University football game against Kansas State University. During their September 21 return flight, they were warned not to travel west of Greeley due to extreme turbulence. On approach to the Fort Morgan municipal airport, the plane crashed short of the runway when it hit a cottonwood tree and all four onboard were killed. Don and Wilma Drager were buried at Resthaven Memory Gardens in Fort Collins, and Gary and Peggy Lawrence were interred at Roselawn Cemetery. In one instant, Bill Robb’s firm lost half of its professional staff, and he and Bill Brenner were forced to rebuild. At the time of his death, Don Drager was a member of Fort Collins’ nascent Landmark Preservation Commission, and he was replaced by Virgil Magerfleisch.53 One of the first major projects undertaken by the firm in 1960 involved the design of a new one-story building with a full basement for the Colorado Game and Fish Department. Constructed at 317 W. Prospect St., it would serve as the department’s regional headquarters for northeast Colorado and hold a wildlife research laboratory operated by the Colorado Cooperative Fish and Wildlife Research Unit. At the time, the site was surrounded by farmland owned by Colorado State University, and plans for the building called for it to be designed with some architectural similarity to other buildings that were being erected on the campus to the north. This called for the use of concrete with sandstone facing. Completed in 1961, the building has continued to be used for these purposes to the present day. Other than changes to the front entrance, it has not been substantially altered.54 Colorado Game & Fish Department Building, 1961 Source: Bill Robb Collection, Courtesy of Eleanor Robb 53 Burial Record for Donald R. Drager, Resthaven Memory Gardens, Fort Collins, CO, Date of Death: 21 September 1968; Burial Record for Gary Don Lawrence, Roselawn Cemetery, Fort Collins, CO, Date of Death: 21 September 1968; “Ft. Morgan Plane Crash Kills Five,” Gazette-Telegraph (Colorado Springs, CO), 23 September 1968, p. 1; “Federal Officials Continue Investigation of Air Crash,” Coloradoan, 23 September 1968, p. 1; “Landmark Group Fills Two Posts,” Coloradoan, 1 October 1968, p. 1 54 “Game Lab Site Bought,” Coloradoan, 3 March 1960, p. 1; “Game, Fish Bid Sought, Coloradoan, 23 June 1960, p. 1; “Bids on Lab Under Study,” Coloradoan, 15 July 1960, p. 1; “State Lab Plan OKd,” Coloradoan, 7 August 1960, p. 2 ITEM 4, ATTACHMENT 1 Packet Pg. 71 38 Colorado Game & Fish Department Building, 2024 As Fort Collins expanded during the post-WWII years, the city had to address the fact that the single fire station downtown on Walnut Street needed to be supplemented by the construction of new, strategically-placed fire houses. In 1960, city council began to explore possible sites for a new station. By the spring of 1961, they had settled on a triangular parcel on the west side of Bryan Avenue in City Park just north of Mulberry Street and west of Sheldon Lake. This would be the location of Fire Station No. 2, tasked with handling calls on the west side of the city, including the Colorado State University campus.55 Bill Robb was engaged to prepare plans for the building, estimated to cost $50,000, and city council approved the project in the spring of 1961. The construction contract was awarded to Fort Collins contractor Harold D. Turner for his bid of $41,817. A thoroughly modern building, it would hold two bays for the fire engines and equipment, along with a kitchen, dining room, lounge, office, and dormitory for eight firefighters. A nuclear fallout shelter was planned for the basement, but the high water table next to the lake prevented it from being completed. Construction was finished by the end of 1961, and it was placed in operation. At some time over the following years, the front wall was extended to the east to lengthen the bays so they could accommodate longer fire trucks and engines. This was accomplished using bricks that matched the originals and the essential front-gabled roof form was retained. The building remains in use today.56 In early 1965, city council returned to Bill Robb to prepare plans for Fire House No. 3, which would be built in Spring Park on the east side of College Avenue. The station was sited to handle calls across the south side of the city. The construction contract was awarded to the Howard K. DeLozier Construction Company of Fort Collins for a fee of $62,890 and work 55 “Fire Station Site Studied,” Coloradoan, 22 July 1960, p. 1; “Council OKs Plan to Improve North College Water System, Coloradoan, 12 August 1960, p. 1; “Fire Station Site Accepted,” Coloradoan, 12 May 1961, p. 1 56 “City Accepts Bid on Paving,” Coloradoan, 7 July 1961, p. 1; “City Seeking Firehouse Bids,” Coloradoan, 16 August 1961, p. 1; “Second Firehouse,” Coloradoan, 17 August 1961, p. 1; “Fire Station Started,” Coloradoan, 20 September 1961, p. 1 ITEM 4, ATTACHMENT 1 Packet Pg. 72 39 began on the site in August. The building was completed by the end of the year. It remains in use today with no major modifications to its exterior architecture.57 Sketch of Fire House No. 2, Built 1961 Coloradoan, 17 August 1961, p. 1 Fire House No. 2, 2024 57 “Spring Creek Park Selected for New Fire Station Site,” Coloradoan, 3 March 1965, p. 1; “Multi-Million Bond Plan Gets First OK,” Coloradoan, 12 March 1965, p. 1; “Contract Signed for Fire Station,” Coloradoan, 16 July 1965, p. 1; “Fire Station Work Started,” Coloradoan, 4 August 1965, p. 17; “5 Appointed as Firemen,” Coloradoan, 11 January 1966, p. 1 ITEM 4, ATTACHMENT 1 Packet Pg. 73 40 Fire House No. 3, 2023 Planning for a new First Methodist Church began in 1959, when the congregation recognized that it had outgrown its historic downtown building, built in 1897 on the southeast corner of College Avenue and Olive Street. In the spring of 1960, Bill Robb was engaged to develop plans for a six-acre property the church had acquired on the southwest corner of Stover Street and Elizabeth Street in the emerging University Acres neighborhood. The site was part of the former CSU Agronomy Experimental Farm and the church was scheduled to take possession of the property on 1 March 1961.58 First Methodist Church, Built 1962-1963 Source: Bill Robb Collection, Courtesy of Eleanor Robb As the church developed financing for the project, Robb presented the congregation with the most striking architectural design of his career. The sprawling building would feature a large open sanctuary and smaller octagonal chapel, both with folded plate roofs. It would also hold offices, a two-story classroom wing, and a free-standing tower (a fellowship hall was added a few years later). Robb estimated the cost to reach $700,000, an astronomical sum for the 58 “Methodists Start Plans for Church,” Coloradoan, 6 April 1960, p. 1; “Methodists to Observe 93rd Anniversary,” Coloradoan, 24 June 1960, p. 10 ITEM 4, ATTACHMENT 1 Packet Pg. 74 41 time (with inflation, equal to more than $7 million in 2024). Part of the cost would be covered by the sale of the church’s existing building.59 The members voted in favor of moving forward and the board of trustees instructed Robb to complete the final plans and specifications. Cook & Mills was awarded the construction contract. Work began on the site in September 1962 and except for some interior finishes the building was completed by the end of 1964. It continues to stand today, largely unchanged, and is recognized in the Fort Collins community as one of the city’s most important mid-20th century architectural masterpieces.60 First Methodist Church, 2023 First Methodist Church Sanctuary 59 “Methodists to Vote on Building Program,” Coloradoan, 19 May 1961, p. 9 60 “Methodists OK Building Plans,” Coloradoan, 22 May 1961, p. 1; “Future Church,” Coloradoan, 28 September 1962, p. 12; “Taking Shape,” Coloradoan, 5 December 1963, p. 1 ITEM 4, ATTACHMENT 1 Packet Pg. 75 42 In 1961, Bill Robb was selected to design another school in Fort Collins. Despite the school district’s aggressive construction program in the 1950s, additional facilities were needed over the following decade to accommodate the steadily growing number of children resulting from the nation’s “baby boom” of the post-WWII era. Although the boom officially ended in 1964, population growth in the city and its rural environs persisted through the end of the 20th century and into the next due to the birth rate among young couples combined with an influx of thousands of new residents.61 The elementary school Robb was engaged to design would serve the developing South College Heights neighborhood on the south edge of the city, east of College Avenue and north of Drake Road. It was named O’Dea Elementary in honor of Margaret O’Dea, the retired long-time principal of the Remington School. A bond issue approved by the voters in the fall of 1961 covered the $435,000 cost of the school and other needed improvements throughout the district. Robb’s plans called for a square building holding twelve classrooms (each with interior and exterior entrances) along with a music room, offices, library, and a multi-purpose room with a kitchen.62 O’Dea Elementary School, Built 1963 Source: Bill Robb Collection, Courtesy of Eleanor Robb In the summer of 1962, the school board acquired a nine-acre parcel in the southwest area of the city, northwest of Shields Street and Prospect Road. Arrangements were made with Bill Robb to use the plans he developed for O’Dea Elementary for a new school on this site. The facility was named Bennett Elementary, honoring beloved retired kindergarten teacher Merle Bennett. By reutilizing Robb’s architectural plans for the two schools and having one contractor, Frank Johnson of Fort Collins, erect both buildings at the same time, the board achieved its desired cost savings. Construction started on both sites in early 1963 and by March their concrete floors, masonry walls, steel superstructure, and roofs were largely complete. The schools were finished by August 1963 and placed into use. They continue to serve the district today and retain many of their original architectural features.63 61 “Enrollment Jump Seen for Schools,” Coloradoan, 24 July 1963, p. 1: “R1 School District Expecting 9,000 Pupils,” Coloradoan, 22 August 1963, p. 1 62 “Board Acts to Start New Building Program,” Coloradoan, 6 June 1961, p. 1; “R1 Board Studies Building Program,” Coloradoan, 11 July 1961, p. 1; “Bond Issue Planned for Buildings,” Coloradoan, 15 August 1961, p. 5; “Bond Issue OKd by Big Majority,” Coloradoan, 13 December 1961, p. 1; “Board Picks Grant of Denver to Plan Poudre High School,” Coloradoan, 21 December 1961, p. 1; “Board OKs Building Plans,” Coloradoan, 16 January 1962, p. 1; “DKG Honors Two Teachers,” Coloradoan, 27 January 1963, p. 8 63 “New School Plans Pushed,” Coloradoan, 27 May 1962, p. 1; “R1 Board Accepts Bid on Laporte,” Coloradoan, 5 June 1962, p. 1; “Two Cottage Units Sought,” Coloradoan, 19 June 1962, p. 1; “Poudre Board ITEM 4, ATTACHMENT 1 Packet Pg. 76 43 O’Dea Elementary School, 2023 Bennett Elementary School, 2023 In addition to his many projects in Fort Collins, Robb was hired in 1962 to design a church for Red Feather Lakes in the mountains northwest of the city. Known as the Chapel in the Pines, the building featured a broken A-frame style and was constructed of native wood and stone. Volunteers laid the concrete foundation and floor in September and the rest of the project was opened for bid. Gene Barker, owner of the Red Feather Lakes Lumber Co., was awarded the project for a fee of $18,030. The building was completed in 1963 and remains in use today.64 Asks Bids on 2 Elementary Schools,” Coloradoan, 10 July 1962, p. 1; “DKG Honors Two Teachers,” Coloradoan, 27 January 1963, p. 8; “Parents Ask Week’s Spring Vacation in Poudre Schools,” Coloradoan, 5 February 1963, p. 2; “Board Authorizes Utility Contract for New School,” Coloradoan, 5 March 1963, p. 1; “R1 School District Expecting 9,000 Pupils,” Coloradoan, 22 August 1963, p. 1 64 “Mountain Chapel,” Coloradoan, 14 September 1962, p. 10; “Chapel Being Planned at Red Feather Lakes,” Coloradoan, 11 November 1962, p. 2; “Barker’s Bid Awarded Contract for Chapel,” Coloradoan, 7 December 1962, p. 2 ITEM 4, ATTACHMENT 1 Packet Pg. 77 44 Sketch of the Chapel in the Pines, Built 1963 Coloradoan, 14 September 1962, p. 10 Chapel in the Pines, 2024 Photo Courtesy of Pat Clemens In 1963, Robb was engaged to prepare plans for a new Steele’s Cash Market. With an expanding line of grocery products for sale, by the early 1960s the firm had outgrown its location at 113 E. Oak St. and parking there was limited. The new building would stand on the southwest corner of West Mountain Avenue and Howes Street, the previous site of the Franklin School. Robb’s design for owner Merrill Steele called for a long one-story building constructed of concrete and steel, with a window wall across the façade and a panel band along the eave. It would hold the grocery store along with a bakery and meat market. A beauty shop would occupy leased space on the east end of the building. To the north and west, the owner planned for an expansive lighted on-site parking lot that could accommodate ITEM 4, ATTACHMENT 1 Packet Pg. 78 45 85 automobiles. Contractor H. L. Willhite was engaged for the project, which cost more than $250,000. The store opened for business in October 1963. It has since been demolished.65 Sketch of Steele’s Market, Built 1963 Coloradoan, 27 March 1963, p. 1 For about twenty years, the Poudre Valley Rural Electric Association occupied a building on the northwest corner of Olive Street and Mathews Street adjacent to Lincoln Park (now Library Park). In 1963, Bill Robb was hired to design a major addition, expanding it to the north to provide office, garage and warehouse space. He was also tasked with a complete remodel of the original building’s interior and exterior. Curb cuts and a drive-through at the building’s southeast corner would allow customers to pay their bills without having to find parking or exit their vehicles. It appears that the work was completed in 1964. In recent years, the building has been demolished and replaced with condominiums.66 Poudre Valley REA Building, Enlarged and Remodeled 1964 Source: Bill Robb Collection, Courtesy of Eleanor Robb 65 “Steele Will Build Soon,” Coloradoan, 27 March 1963, p. 1; “Steele Given City Permit,” Coloradoan, 25 April 1963, p. 2; “Open for Business in Our New Location,” Coloradoan, 23 October 1963, p. 7; “Merrill Steele About to Open Second Market,” Coloradoan, 23 October 1963, p. 2 66 “REA Will Erect Addition, Remodel Present Building,” Coloradoan, 31 October 1963, p. 1 ITEM 4, ATTACHMENT 1 Packet Pg. 79 46 Since 1882, St. Luke’s Episcopal Church occupied a small building at 200 S. College Ave. During the post-WWII years, the downtown commercial district expanded around the church and the growing congregation was forced to replace its cramped, aging building with another that would meet its needs for years to come. Not only was the historic sanctuary’s seating limited to 160 parishioners, but there was no off-street parking available. In October 1963, Rev. Edward F. Ostertag invited the membership to attend a meeting to hear from a committee that had been tasked with studying the possibility of constructing a new building.67 By that time, Bill Robb had been engaged to prepare a concept for the new church, and Bill Brenner was also involved with its design. At the October 1963 meeting, Robb presented the congregation with a contemporary design aided by a three-dimensional model of the 19,000-square-foot building. It would be surrounded by landscaped grounds and ample parking. The sanctuary would be formed by a large, flattened A-frame that sloped upward above the chancel like the prow of a ship. On the interior, it would be supported by exposed laminated beams, and its exterior walls were to be clad in wood shake shingles with brickwork at each end. Robb estimated that the project cost would fall between $275,000 and $300,000. The building would encompass three small courtyards and include a sanctuary with seating for 420 people, eight classrooms, meeting space, offices, a 60-person chapel, a kitchen, and a library. The proposed parish hall was never built.68 Sketch for St. Luke’s Episcopal Church, Built 1964-1965 Coloradoan, 1 May 1964, p. 18 67 “Episcopal Church Plans Subject of Meeting,” Coloradoan, 15 October 1963, p. 5 68 “Episcopal Church Plans Subject of Meeting,” Coloradoan, 15 October 1963, p. 5; “Church Planned,” Coloradoan, 16 October 1963, p. 9; “Annual Meeting,” Coloradoan, 27 January 1978, p. 11 ITEM 4, ATTACHMENT 1 Packet Pg. 80 47 The chapel was designed to replicate the one in the historic church and the congregation intended to have it furnished with items transferred from the building. These included the pews (which had been installed as a memorial to pioneer mill owner, banker and sugar factory promoter Benjamin F. Hottel), along with stained glass windows, brass fixtures, and the altar. The library would hold a wood-paneled fireplace salvaged from the Hottel Mansion, which stood for many years on the South College Avenue property where Ace Hardware is located today. The plans for the church were approved by the congregation and the project moved forward with fundraising and contracting. Robb revisited the project later to design an unusual concrete pylon carillon bell tower that still stands outside the building.69 St. Luke’s Episcopal Church, 2023 The parish purchased 3.5 acres from real estate developer Bob Everitt at the south end of Stover Street in Indian Hills, a neighborhood of 1950s-1960s upper-middle-class homes west of Lemay Avenue and south of Stuart Street. The Fort Collins firm of Cook & Mills was awarded the construction contract for a fee of $279,557 and work began in the spring of 1964. In January 1965, the church removed an 1882 commemorative box from the cornerstone of its historic building on College Avenue. The following month, a ceremony was held at the new building at 2000 Stover Street, during which the box and its contents were placed alongside a second one holding contemporary items. After the new church was completed in February 1965, the historic building was demolished. In 1967, the new building was praised by Denver architect and interior designer Robert Caudle, a member of the American Institute of Interior Designers, when he said “the success of this lovely church stems from the complete coordination of the interior with the architecture and landscaping.” The building remains in use today with no major alterations, and it continues to be viewed as one of Bill Robb and Bill Brenner’s most important architectural achievements.70 69 “St. Luke’s Church Plans Approved,” Coloradoan, 21 October 1963, p. 2; “Church Plans New Building,” Coloradoan, 20 January 1964, p. 9 70 “Church Seeks Building Bids by April 21,” Coloradoan, 2 April 1964, p. 1; “Church OKs Building Bid,” Coloradoan, 4 April 1964, p. 1; “Church of the Future,” Coloradoan, 1 May 1964, p. 18; “Remove Cornerstone,” Coloradoan, 14 January 1965, p. 1; “Cornerstone Rites 4 p.m. Sunday for St. Luke’s Episcopal Church,” ITEM 4, ATTACHMENT 1 Packet Pg. 81 48 St. Luke’s Episcopal Church Sanctuary Two new building projects on the Colorado State University campus were completed by Bill Robb during the 1960s. The first involved the drafting of plans for the Potato Research Greenhouse and Virus Laboratory at 300 W. Pitkin St., which was approved for construction in 1962. The purpose of this facility was to develop disease-free seed potatoes that could be used by farmers throughout Colorado. By the time the project opened for construction bidding in the spring of 1963, it had expanded to include the development of a Weed Research Laboratory. Originally conceived as two separate buildings, they were combined to save costs. The $114,623 project was awarded to the Western States Construction Company, which completed the work in 1963-1964. Robb’s design called for a low one-story building with a flat roof and boxed eaves, square concrete blocks that were stacked to form the exterior walls, a pattern of small windows framed by projecting vertical concrete block surrounds, and an open porch leading to the main entrance. The building continues to stand today, apparently largely unaltered, and remains in use for its original purpose.71 The other project Robb designed at CSU was the Central Receiving building at 200 W. Lake St. His plan for this one-story building involved a raised concrete foundation, brick exterior walls, a flat roof, and a main entrance reached by way of a concrete stoop with two sets of stairs. The small narrow windows were paired and featured projecting concrete surrounds. This facility would handle incoming and outgoing mail, and provide space for receiving, inventorying, distributing and warehousing of equipment and materials headed to the campus. An adjacent spur connected it to the main rail line. In the fall of 1966, the project was awarded to contractor W. K. Livingston of Fort Collins. Its completion in 1967 was part of an aggressive $20 million expansion taking place on the campus. This building also remains standing and does not appear to have experienced any major alterations.72 Coloradoan, 12 February 1965, p. 8; “Fort Collins, Colorado: A Town Awakening to Urban Responsibility,” Architecture & Construction Symposium, October 1967, p. 27 71 “Steve Approves CSU Potato Research Lab,” Coloradoan, 8 May 1962, p. 14; “Advertisement for Bids,” Coloradoan, 11 April 1963, p. 15; “University to Add Two Laboratories,” Coloradoan, 27 May 1963, p. 1; “Notice of Contractor’s Settlement,” Coloradoan, 18 February 1964, p. 4; “New Laboratory for Research Opens at CSU,” Coloradoan, 7 December 1964, p. 11 72 “Advertisement for Bids,” Coloradoan, 27 October 1966, p. 22; “20 Million Abuilding on Campus,” Coloradoan, 6 April 1967, p. 1; “State of Colorado – Notice of Contractors Settlement,” Coloradoan, 26 May 1967, p. 14; “Multiple Moves Start on CSU’s Campus,” Coloradoan, 2 August 1967, p. 3 ITEM 4, ATTACHMENT 1 Packet Pg. 82 49 CSU Potato Research Greenhouse and Virus Laboratory & Weed Research Laboratory, 2024 CSU Central Receiving, 2024 In 1963, the Acacia Fraternity announced that it planned to erect a new building at 633 W. Lake St. adjacent to the CSU campus. Bill Robb was engaged to develop the plans, which resulted in a design for a two-story building that would house forty fraternity members. It would be constructed of wood, stacked concrete blocks, and precast concrete exterior wall panels. The $138,658 construction contract was awarded to J. R. McKeown of Loveland in early 1964 and work began within weeks. In April, the Colorado Grand Lodge of Masons held a cornerstone-laying ceremony at the site. The Acacia Fraternity occupied the building ITEM 4, ATTACHMENT 1 Packet Pg. 83 50 for two to three years before moving out. Starting in 1967, it held the International Center for Colorado State University Students. Since the mid-1970s, the building has been occupied by the Farm House Fraternity. It stands today with its original design largely intact.73 Sketch for the Acacia Fraternity, Built 1964 Coloradoan, 1 December 1963, p. 12 Acacia Fraternity, 2024 73 “Bids Now Being Taken,” Coloradoan, 24 April 1963, p. 2; “Acacia Plans New Fraternity House,” Coloradoan, 1 December 1963, p. 12; “Frat House Bids Opened,” Coloradoan, 20 December 1963, p. 2; “Acacia House Contract OKd,” Coloradoan, 2 February 1964, p. 5; “Building Permits Over $2 Million,” Coloradoan, 16 February 1964, p. 3; “Masons to Lay Cornerstone of Acacia House,” Coloradoan, 16 April 1964, p. 21; “Fraternity Plans Cornerstone Rite,” Coloradoan, 22 April 1964, p. 1; “Masons to Gather to Lay Stone for Home for Acacia,” Coloradoan, 24 April 1964, p. 20; “Many Lands Represented at New CSU Center,” Coloradoan, 3 December 1967, p. 12 ITEM 4, ATTACHMENT 1 Packet Pg. 84 51 In November 1964, the Coloradoan newspaper announced plans for a $500,000 remodel and expansion of its offices and printing plant on the southwest corner of East Mountain Avenue and Remington Street. Another $250,000 would be spent on upgrading equipment, including the installation of a 64-page press capable of printing as many as four newspaper sections simultaneously. This would also allow the Coloradoan to introduce color to its news columns and advertising. The project required the demolition of the Lyric Theater, which stood on the adjacent lot to the west. Removal of that building was accomplished, and Bill Robb was engaged to prepare plans and specifications for the project.74 The contracting firm of Cook & Mills was engaged to complete the work, and construction commenced in late 1964. To handle the weight of the new press and allow for future expansion, piers were sunk to bedrock, steel girders were installed, and the heavy foundation supporting the press was separated from the rest of the building to reduce the effect of vibration. Robb’s design for the exterior called for the use of terra cotta blocks along the base with larger stuccoed panels above. Vertical dividers between the stuccoed panels would be of gold-colored aluminum. Similar metalwork would appear at the main entrance, along with glass blocks and the building’s only windows. Most of the construction work was completed in 1965. The building was substantially altered in recent decades.75 Sketch for the Coloradoan Building, Built 1965 Coloradoan, 22 November 1964, p. 21 Another major project that occupied Robb’s attention in 1964 and 1965 involved the development of a new central Municipal Building for the City of Loveland. In September 1964, the city council announced that it had approved plans for a facility that would be constructed downtown on the southeast corner of 5th Street and Jefferson Avenue. It would house city offices along with the police and fire departments. Several houses were demolished in preparation for the project and Bill Robb presented the community with a model of the proposed building. Bidding for the construction contract opened in January 1965 and Loveland contractor Carl Hoff was engaged for the project for a fee of $290,920. The building’s cornerstone was laid at a ceremony held in January 1965 and construction 74 “Razing of Lyric Theater Started,” Coloradoan, 28 April 1964, p. 3; “Coloradoan Announces Expansion,” Coloradoan, 22 November 1964, p. 21 75 “Coloradoan Announces Expansion,” Coloradoan, 22 November 1964, p. 21 ITEM 4, ATTACHMENT 1 Packet Pg. 85 52 began shortly afterward. Completion of the work extended into 1966. A dedication ceremony held in June included a performance by the Lowry Air Force Band and speeches by Bill Robb and Loveland Mayor Ray Patterson. The building remains standing today, largely unaltered, and is still in use by the fire department and city offices.76 Loveland Municipal Building, 2024 76 “Municipal Building Planned at Loveland,” Coloradoan, 25 September 1964, p. 8; “Loveland Asks Bids for New City Hall,” Coloradoan, 3 January 1965, p. 21; “Bids Received for Loveland’s New City Hall,” Coloradoan, 28 January 1965, p. 6; “Date Set to Lay Cornerstone for Loveland City Hall,” Coloradoan, 26 November 1965, p. 11; “Loveland Dedicates City Hall Sunday,” Coloradoan, 3 June 1966, p. 3; “Loveland Mayor Receives Keys,” Coloradoan, 6 June 1966, p.1 ITEM 4, ATTACHMENT 1 Packet Pg. 86 53 In 1966, Robb was engaged to prepare plans for a remodel of the Robertson Building at 156 S. College Ave. in downtown Fort Collins, where his office had been located for a decade. Constructed in the early 1900s, the building’s owners wanted it updated to a modern appearance. Robb designed a plan for the installation of fixed metal mansard awnings above the upper floor windows, with squared projecting marquees below that could act as sign bands. The original masonry walls would also be clad in modern brick veneer. The $55,000 project, including interior and exterior work, was handled by the Ben Olds Construction Company. In 1967, the project’s owners and architect were presented with an honor award from the Fort Collins Council on the Arts and Humanities for “achieving great personality without resorting to gimmicks of an obvious style to accomplish its impact.” The exterior has been remodeled again in recent decades and Robb’s improvements have been removed.77 The Remodeled Robertson Building, Completed 1966 Architecture and Construction Symposium, October 1967 St. Joseph’s Catholic Church reached out to Bill Robb again in 1965 to prepare plans for another expansion of its downtown facilities northwest of Mountain Avenue and Howes Street. This time what the church had in mind was the construction of a gymnasium and classroom complex. The gym, which could also serve as an auditorium, would include a basketball court along with lockers rooms, restrooms, a principal’s office, a stage, a kitchen and storage rooms. Folding bleachers were designed to hold 800 spectators for basketball and other events. The classroom would include folding partition walls so it could be used as a single open space or divided into six small classrooms or three larger ones. Courtyards were also developed for use by the students and nuns. The expansion project was completed in 1966. These appear to remain intact today with no major alterations.78 77 “$55,000 Remodeling Underway; It’s a New Face for an Old Building,” Coloradoan, 24 July 1966, p. 18; “Fort Collins, Colorado: A Town Awakening to Urban Responsibility,” Architecture & Construction Symposium, October 1967, p. 27 78 “St. Joseph’s Parish Plans $350,000 Gym for School,” Coloradoan, 19 May 1965, p. 5 ITEM 4, ATTACHMENT 1 Packet Pg. 87 54 Bill Robb Meeting with Monsignor Richard Duffy of St. Joseph’s Catholic Church Coloradoan, 19 May 1965, p. 5 The Poudre R-1 School District revisited the topic of expansion in 1966, when four new elementary schools and two junior high schools were proposed. In October, a bond issue of $3,922,000 for construction was presented to the voters, a majority of whom gave it a thumbs up. Bill Robb was engaged to develop prototype plans that could be used for all of the elementary schools rather than designing each one individually. He presented the board with a modular concept that would consist of four pods, connected in the middle with common areas holding the school’s entry foyer, administrative offices, a special education room, and a library. Three of the pods would hold six classrooms in each, and the fourth would be occupied by a multi-purpose room, kitchen, and two kindergarten rooms. The classrooms would be divided by folding partitions, allowing for flexible classroom spaces and team teaching. The design required the use of 30’-long steel roof beams that would eliminate the need for interior support walls. By reducing the amount of space required for hallways, the plan also lowered the cost of construction.79 Bidding for all four schools opened in May 1967 and the contract was awarded to the Reid Burton Construction Company of Fort Collins for $1,549,750. Tavelli Elementary, along North Lemay Avenue just south of Country Club Road, was finished first and opened in January 1968 to replace the condemned Remington School in downtown Fort Collins. Robb’s modular design was displayed the following month in an exhibit of school architecture at the American Association of School Administrators conference in Atlantic City, New Jersey. That same month, the school district concluded that the total cost of building and equipping the four new elementary schools would be just over $2 million. Bauder Elementary, Riffenburgh Elementary and Irish Elementary were opened in September, all of them featuring brick masonry and metal mansard roofs and hoods over the entries and 79 “Architects Assigned for Proposed R-1 Schools,” Coloradoan, 19 April 1966, p. 1; “Jubilant R-1 Officials Speed Spending Plans,” Coloradoan, 12 October 1966, p. 1; “R-1 Building Report Due,” 31 October 1966, p. 1 ITEM 4, ATTACHMENT 1 Packet Pg. 88 55 windows. All of these schools remain in use today, and they appear to retain a substantial amount of their original architectural integrity.80 Robb’s Concept for the Elementary Schools Coloradoan, 1 November 1966, p. 1 Tavelli Elementary School, 2023 80 “Elementary School Bids Due May 1,” Coloradoan, 28 March 1967, p. 1; “School Bids Below Estimate,” Coloradoan, 11 May 1967, p. 1; “R-1 Board to Award School Contract on Monday Night,” Coloradoan, 14 May 1967, p. 1; “Names Chosen for Five New Poudre R-1 Schools,” Coloradoan, 24 October 1967, p. 1; “New R-1 Schools to be Displayed at U.S. Meeting,” Coloradoan, 5 December 1967, p. 1; “New School Construction $4.1 Million,” Coloradoan, 27 February 1968, p. 1; “School Dedications Start Tonight,” Coloradoan, 18 November 1968, p. 1; “Riffenburgh School Will be Dedicated Tonight,” Coloradoan, 19 November 1968, p. 1; “Tavelli School Next on Dedication List,” Coloradoan, 20 November 1968, p. 1; “Irish School Will be Dedicated Tonight,” Coloradoan, 21 November 1968, p. 1 ITEM 4, ATTACHMENT 1 Packet Pg. 89 56 Sketch of Riffenburgh Elementary School Coloradoan, 19 November 1968, p. 1 Riffenburgh Elementary School, 2024 Irish Elementary School, 2024 ITEM 4, ATTACHMENT 1 Packet Pg. 90 57 In the fall of 1967, ground was broken at 805 S. Shields St. just west of the CSU campus for construction of the University Lutheran Chapel, which would be shared by adherents of all three synods of the Lutheran Church. It replaced a house on the property that had been used for several years by Lutheran students and their pastors. Designed by Bill Robb and dedicated in 1968, the $65,000 building featured board-and-batten walls and a low hipped roof with deep eaves around the perimeter. A tall mansard roof rose from the center, capped by a low pyramidal roof. The roof form reflected the building’s interior uses, which included a central sanctuary surrounded by offices along with seminar rooms, a library and a kitchen. The building remains standing today, with a new metal roof but otherwise largely unchanged on the exterior. The sanctuary has had its wall finishes, seating, altar and other features removed, leaving the heavy exposed roof beams and structure intact.81 Sketch of University Lutheran Chapel, Built 1968 Coloradoan, 15 September 1967, p. 10 University Lutheran Chapel, Circa 1970 Source: Bill Robb Collection, Courtesy of Eleanor Robb 81 “Lutherans to Build Chapel for Use by Three Synods,” Coloradoan, 15 September 1967, p. 10; “Lutheran Dedication Scheduled,” Coloradoan, 4 October 1968, p. 12 ITEM 4, ATTACHMENT 1 Packet Pg. 91 58 University Lutheran Chapel, 2024 University Lutheran Chapel Sanctuary The year 1967 brought Bill Robb and his firm their largest and most complex commission yet, one that would come to dominate the Fort Collins skyline for decades to come together with a very small number of high-rise buildings. In November, the Fort Collins Federal Savings and Loan Association announced that it planned to construct an 11-story tower addition to its one-story bank building built in 1956 on the northwest corner of Oak Street and Howes Street (see page 23 above). Established in 1920, during the post-World War II decades the bank’s financial status exceeded the expectations of its managers and shareholders due to Fort Collins’ remarkable expansion and economic health. Growth projections for the coming years looked equally promising, and the board of directors decided that it was time to greatly expand its relatively small downtown facility.82 82 “Fort Collins Federal Plans 11-Story Addition Downtown,” Coloradoan, 5 November 1967, p. 1 ITEM 4, ATTACHMENT 1 Packet Pg. 92 59 Noting a trend toward larger, taller buildings in the city, on 26 January 1968 the Coloradoan published a feature article titled “Fort Collins Grows…In More Ways Than One.” At the time, six high-rise buildings were either proposed, completed, or scheduled for construction in a city that was predominantly composed of one- and two-story buildings. The newspaper wrote that “the sprawling, low-slung image of the city has been changing the past five years, until amid its earth-hugging structures tower modernistic columns of concrete, steel, stone and glass.” The first was the Rocky Mountain Bank building at Oak Street and Canyon Avenue, constructed in 1964. That was followed by the two-building Park Lane Towers in the 400 block of South Howes Street, completed in 1965 and 1969. The Durward-Westfall dormitory complex on the CSU campus, also consisting of two towers, was completed in 1967. Development of a 12-story tower for the First National Bank along Oak Street between Mason Street and Howes Street was also announced in early 1968. Finally, Poudre Valley Hospital was considering the construction of a high-rise addition, possibly reaching ten stories.83 Bill Robb was engaged to design the large tower addition for Fort Collins Federal Savings and Loan, which would house bank offices and provide the financial institution with rental income from premium office space. Bill Robb and Bill Brenner were both integrally involved with the project. Constructed of brick, steel, glass, and concrete, its design was hailed as fireproof, soundproof, and fully air-conditioned. Light-colored vertical lines composed of buff- colored bricks emphasized the building’s height. These were offset by darker paneled horizontal bands that marked the location of each floor while serving as boxed sunscreens for the windows below. The main-floor exterior façade facing Howes Street featured buff Roman bricks, double doors, and large fixed windows set in steel framing. In early February 1968, the City of Fort Collins approved the permit for construction of the $1.6 million building. The N. G. Petry Construction Company of Denver was engaged to complete the project.84 Fort Collins Federal Savings & Loan Tower, Built 1968-1969 Source: Bill Robb Collection, Courtesy of Eleanor Robb 83 “Fort Collins Grows…In More Ways Than One,” Coloradoan, 26 January 1968, p 4A 84 “Fort Collins Federal Issued Permit for 11-Story Building,” Coloradoan, 5 February 1968, p. 1 ITEM 4, ATTACHMENT 1 Packet Pg. 93 60 Construction began within days of permit approval and continued through the year and into the next. Soil excavated from the site was hauled west by the City of Fort Collins to improve the Drake Road approach to CSU’s new Hughes Stadium. Starting mid-summer, the bank placed a drawing of the growing tower in all of its advertisements. In November 1968, the building topped out at the 11th floor, where the construction crew placed a Christmas tree capped by an American flag. It was, and still is, one of the tallest structures between Denver and Cheyenne and a source of pride for Fort Collins. When completed in the summer of 1969, the two lowest floors held office space for the Fort Collins Federal Savings and Loan Association, with 38,000 square feet of rentable space above. More than a week of grand opening celebrations were held starting in late November and the building began to fill with tenants. Bill Robb secured a suite of offices on the 10th floor and moved his firm into the building, where it remained for many years. The tower remains standing, largely unchanged from when it was built, a testament to the architectural work of Bill Robb and his firm.85 Fort Collins Federal Savings & Loan Tower, Circa 1970 Source: Bill Robb Collection, Courtesy of Eleanor Robb 85 “Dirt Hauling Beneficial to All Concerned,” Coloradoan, 11 February 1968, p. 22; “Fort Collins Federal Savings,” Coloradoan, 23 August 1968, p. 11; “Fort Collins Federal Building Reaches 11th Floor,” Coloradoan, 15 November 1968, p. 1; “Downtown Fort Collins Skyline From Snorkel,” Coloradoan, 20 April 1969, p. 1; “Coming Down,” Coloradoan, 15 May 1969, p. 1; “Federal Savings Building Opens Monday Morning,” Coloradoan, 23 November 1969, p. 1 ITEM 4, ATTACHMENT 1 Packet Pg. 94 61 Fort Collins Federal Savings & Loan Tower, 2023 In early 1968, the Poudre R-1 School District board started looking into the development of a new administrative office building. Over the previous decade, the district had occupied the former Mountain States Telephone & Telegraph building at 317 S. College Ave., which would be sold once it was vacated. By the late 1960s, it had outgrown the aging facility and required a modern building designed for its needs. The board chose a location along Laporte Avenue just north of Poudre High School, where two years earlier the district had erected its own shop and warehouse buildings. Bill Robb was engaged to prepare plans and specifications for the administrative facility. Funding for the project would also include expansion of the shop and warehouse buildings.86 Robb presented the board with preliminary plans in August 1968. His design called for a tri- level brick building with paired fixed windows. The interior would consist of three primary areas, each holding offices and meeting space for a different element of school district administration. One would be used by the school board, superintendent, and audio-visual services, another by the educational instruction offices, and the last by business services. The district board requested that Robb continue to refine the plans and determine how they might include space for educational television facilities, in other words a production studio.87 86 “Poudre R-1 Requests Quarter-Million Dollar Office,” Coloradoan, 27 February 1968, p. 1; “School Board to Go Ahead with Building Plans,” Coloradoan, 12 March 1968, p. 1; “Foreign Language Dropped as a Seventh Grade Class,” Coloradoan, 23 April 1968, p. 1 87 “R-1 Board to See Plans of Office Building,” Coloradoan, 25 August 1968, p. 1; “Administration Building Plans Offered to Board,” Coloradoan, 27 August 1968, p. 1; “Property Disposal on R-1 Board Agenda,” Coloradoan, 10 November 1968, p. 5 ITEM 4, ATTACHMENT 1 Packet Pg. 95 62 Bids were requested for the project in April 1969 and general contractor W. K. Livingston was awarded the contract for $485,392. By the end of the summer, most of the earthwork and foundation were completed. Construction continued over the following months and the building appears to have been finished and occupied in February 1970. It continues to serve as the school district’s administrative headquarters and is largely unaltered.88 Poudre R-1 Administration Building, Built 1969-1970 North Side Along Laporte Avenue Source: Bill Robb Collection, Courtesy of Eleanor Robb Poudre R-1 Administration Building, 2023 South Primary Facade 88 “R-1 Office Building Bids Will be Called,” Coloradoan, 25 March 1969, p. 1; “Livingston Submits Low Bid for Administration Building,” Coloradoan, 11 May 1969, p. 6; “Schools to Buy 8.7 Acre Tract,” Coloradoan, 19 August 1969, p. 1; “Board Holds 20-Minute Mini-Meeting,” Coloradoan, 9 December 1969, p. 1 ITEM 4, ATTACHMENT 1 Packet Pg. 96 63 During the 1960s, the approximately 2,200 Catholic students along with faculty and staff at CSU attended the John XXIII Catholic University Center, which moved to a different off- campus location every few years. In early 1969, the Catholic Archdiocese of Denver announced its intention to build a permanent home for the center. Land was acquired just west of campus at 1220 University Avenue, and Bill Robb was hired to prepare plans for the building. His design included a sanctuary with an intricate beamed ceiling, a long entry foyer with clerestory bands and exposed roof beams, an office and library-lounge, and living quarters for the priests and parish secretary. Construction of the $350,000 masonry building started early in the year and was completed in September 1969. The building is still in use today and seems to retain excellent integrity from when it was built.89 John XXIII Catholic Center, 2024 John XXIII Catholic Center, Entry Foyer 89 “Board Recommends Rezoning 23.6 Acres,” Coloradoan, 8 January 1969, p. 8; “Center Serves Students,” Coloradoan, 5 December 1969, p. 10 ITEM 4, ATTACHMENT 1 Packet Pg. 97 64 John XXIII Catholic Center, Sanctuary Another project undertaken by Bill Robb in the late 1960s was a branch bank for the Fort Collins Saving and Loan Association, which was in the midst of erecting its 11-story tower downtown. In April 1968, the bank requested a rezoning of a property it had acquired on the northeast corner of College Avenue and Drake Road. This was approved and the project moved forward. Constructed by the N. G. Petry Construction Company, the branch bank would cost $210,000.90 The Contemporary style building with restrained expressionist flair was constructed of stacked buff-colored Roman bricks with irregular exterior walls broken by metal-framed window walls. Its brickwork was intended to visually connect the building with the bank tower downtown. The roofline consisted of deep boxed eaves with dark fascia paneling. At the southwest corner, the roof cantilevered out and was supported by a cylindrical brick post. Rounded turrets with narrow slit windows and high diagonal rooflines occupied the building’s northwest and southeast corners. Pedestrian entrances were at the southwest corner off the parking lot. An automobile lane along the east side of the building provided access to drive- through teller stations. The branch bank opened for business in early January 1970. Shortly afterward, the bank’s name was changed to Home Federal Savings of the Rockies, and this building became its University Branch. It remains standing as a banking facility and is largely unchanged from when it was built.91 90 “Planning Board Agenda Lists Two Requests for Rezoning,” Coloradoan, 30 April 1968, p. 1; “Fort Collins Federal Will Build Branch,” Coloradoan, 20 June 1969, p. 3 91 “Federal Savings Building Opens Monday Morning,” Coloradoan, 23 November 1969, p. 1; “Grand Opening Monday at Fort Collins Federal Branch,” Coloradoan, 29 March 1970, p. 22 ITEM 4, ATTACHMENT 1 Packet Pg. 98 65 Home Federal Savings, Circa 1970 Source: Bill Robb Collection, Courtesy of Eleanor Robb Home Federal Savings, 2023 After seven decades of use, Larimer County’s 1880s courthouse was demolished and in 1957 it was replaced with a new building on the same block-square site southwest of Mountain Avenue and Mason Street. Within another decade, the county’s operations had already outgrown the building. Discussions about adding space began in 1967 and the county commissioners approved a design contract with Bill Robb to prepare plans for a north annex to the courthouse. Preliminary plans were reviewed in the spring of 1968, including the allocation of space for offices and courtrooms within the existing building and its new addition. Bill Robb’s cost estimate for the project amounted to around $1 million.92 92 “Hearing on Addition to Courthouse Ignored,” Coloradoan, 6 October 1967, p. 3; “Federal Money for Courthouse?,” Coloradoan, 7 December 1967, p. 1 “Commissioners Allocate Space in Larimer Courthouse Annex,” Coloradoan, 11 April 1968, p. 1; “Courthouse Addition to Hike Levy,” Coloradoan, 31 July 1968, p. 1 ITEM 4, ATTACHMENT 1 Packet Pg. 99 66 Drawing of the Proposed North Annex on the Left Coloradoan, 11 April 1968, p. 1 In September 1968, the county commissioners learned that the federal government had agreed to provide $90,000 to be used for establishing an emergency operations center in the basement of the annex. Two months later, the construction contract was awarded to the Pinkard Construction Company of Denver for their low bid of $846,000. Groundbreaking ceremonies took place on December 2. At the ceremony, it was announced that the annex would be named the Herbert D. Spencer Wing in honor of the chair of the county board of commissioners, who was instrumental in getting the project financed and underway.93 Work began immediately, when the northern half of the block was fenced. Excavation started in December and by mid-January 1969 the cement footings had been placed and forms were being erected for the foundation. A major mishap occurred in March when the concrete for a section of the annex’s first floor was being poured. The steel and wood shoring beneath the floor collapsed, sending concrete and other materials into the basement. Several of the construction workers were injured. Although this slowed progress, the project proceeded over the following months and the structural work was done by the end of 1969. Furnishing of the interior and moving offices and courtrooms took place during the first several months of 1970, and a dedication ceremony was held in June. The new annex contained offices for the county commissioners, county engineer, public welfare department, motor vehicle department, data processing and civil defense, with district and county courtrooms on the second floor. The annex remained in use for several decades until the entire courthouse was demolished and replaced with the current county office building.94 93 “Courthouse Work Starts About Nov. 1,” Coloradoan, 18 September 1968, p. 1; “New Courthouse Specifications Sent to Bidders,” Coloradoan, 30 October 1968, p. 3; “Commissioners, Architect Examine Bids,” Coloradoan, 20 November 1968, p. 1; “County Accepts $846,000 Bid for Courthouse,” Coloradoan, 25 November 1968, p. 1; “Courthouse Contract Signed,” Coloradoan, 27 November 1968, p. 1; “Work Starts Monday on Courthouse,” Coloradoan, 27 November 1968, p. 1; “New Courthouse Wing Named for Spencer,” Coloradoan, 2 December 1968, p. 1 94 “Permit Issued for Courthouse,” Coloradoan, 8 December 1968, p. 17; “Progress on Courthouse,” Coloradoan, 15 January 1969, p. 3; “New Courthouse Floor Collapses,” Coloradoan, 6 March 1969, p. 1; “Downtown Fort Collins Skyline from Snorkel,” Coloradoan, 20 April 1969, p. 1; “New Courthouse Annex ITEM 4, ATTACHMENT 1 Packet Pg. 100 67 Coloradoan, 23 December 1969, p. 1 One final project from this period in Bill Robb’s career is worthy of mention. In early 1969, O. K. Sherwood and Charles R. Rhoades, owner of the Rhoades Real Estate agency in Fort Collins, teamed with several other partners to develop an approximately three-acre site southwest of the intersection of Stuart Street and Mathews Street, just north of Spring Creek. Robb was engaged to design the project, known as Indian Meadows West, reportedly the first planned unit development in the city. His design called for 34 semi-detached residential units lining a shared interior street, along with common landscaped grounds that would include a clubhouse and swimming pool. Eight of the rental apartments would be two- bedroom units in a two-story building. Sixteen were two- or three-bedroom townhomes, five were two-bedroom bungalows, and the final five would consist of three-bedroom garden- level units. Every unit included an attached carport and private patio.95 General contractor W. D. Bartran was engaged for the project. Construction began in the spring of 1969 and was completed by the end of the year. Robb’s design for the buildings included board-and-batten siding, gabled roofs, bands and pairs of casement windows, and patios enclosed with vertical wood fencing. The interiors included air conditioning and shag carpeting. Color television antennas were built into the buildings to avoid unsightly antennas that would otherwise be visible on the rooftops. Rental rates ranged from $210 to $375 per month. In 1970, Robb received a “Citation for Excellence” from WOOD Inc., a trade Inspection Underway,” Coloradoan, 23 December 1969, p. 1; “Spencer Annex Dedication Friday,” Coloradoan, 9 June 1970, p. 2; “County Courthouse Wing Dedicated,” Coloradoan, 14 June 1970, p. 3 95 “Planning Board Unanimously Approves Spring Creek Unit Development Plat,” Coloradoan, 5 February 1969, p. 1; “New Apartment Complex Set Near Spring Creek,” Coloradoan, 20 April 1969, p. 23 ITEM 4, ATTACHMENT 1 Packet Pg. 101 68 organization representing retail and wholesale lumber dealers in the Rocky Mountain West. The group announced that Indian Meadows West was the best multi-family residential project making extensive use of wood in Colorado. In 1973, the complex changed from rental units to individually-owned condominiums. It remains standing today and appears to be largely unaltered since it was built.96 Sketch of Indian Meadows West Apartments Source: Bill Robb Collection, Courtesy of Eleanor Robb Indian Meadows West Apartments, Circa 1970 Source: Bill Robb Collection, Courtesy of Eleanor Robb 96 “First Phase of Indian Meadows Subdivision Nearing Completion,” Coloradoan, 21 September 1969, p. 42; “Indian Meadows,” Coloradoan, 7 October 1969, p. 6; “Indian Meadows,” Coloradoan, 26 November 1969, p. 8; “Robb Receives Citation for Architecture,” Coloradoan, 15 November 1970, p. 9; “Apartment Complex to Sell Condominiums,” Coloradoan, 2 March 1973, p. 19 ITEM 4, ATTACHMENT 1 Packet Pg. 102 69 Indian Meadows, 2024 Additional Projects Undertaken by Bill Robb, 1960s Woodward Governor Cafeteria Addition Apartment Complex, West Elizabeth Street Gleneyre School, Laramie River Pioneer Museum Expansion Music Room Addition, Cache la Poudre H.S. Elementary School Additions Fraternity and Sorority House Remodels Numerous Interior Remodels Roosevelt National Forest Bldg. Remodel Numerous Residential Projects Projects in Loveland, Berthoud and Estes Park Medical Clinic Remodels Hotel and Motel Remodels Church Remodels and Additions Robb & Brenner, Architects and Planners, 1970s: In 1971, Bill Brenner became Robb’s partner and was appointed the firm’s vice-president. The practice’s name was changed to Robb & Brenner, Architects and Planners. In 1971, they hired young architects Frank Vaught and Joe Frye. Four years later, they left to start their own firm, which remains in business today as Vaught Frye Ripley Design. Architect George Brelig joined the firm in 1979 and remained there the rest of his career.97 In 1968, as four new elementary schools were being completed and opened for use in Fort Collins, a special advisory commission of the Poudre R-1 school district completed a study of the need for new facilities over the following decade. The city continued to expand in size and population, and the commission determined that with the rate of growth, the district would need to build one new elementary school each year from 1971 to 1977. Additional junior high and high school space would also be required. To accommodate this growth, the commission recommended that adequate parcels of land be acquired for these facilities.98 Robb & Brenner launched back into the design of schools in 1971, when the Poudre R-1 board of education engaged the firm to develop plans for another elementary school. Located in the southwest area of the city, it would handle the need for classrooms in the 97 “Architects Find Success with School Specialty,” Coloradoan, 29 September 2003, p. E1 98 “Here’s a Summarization of Proposals for Future Fort Collins Schools,” Coloradoan, 17 March 1968, p. 15 ITEM 4, ATTACHMENT 1 Packet Pg. 103 70 Meadowlark subdivision that was emerging west of College Avenue and south of Drake Road. Robb presented the board with a modified design that was based upon his plans for Bauder, Irish, Riffenburgh and Tavelli schools. This would provide additional office space, a more open design, and better placement of the kindergarten room. It would also include a special room for teaching deaf students, a first in the district. Outfitted with a sound system and one-way window, this would allow parents of deaf students to observe and learn from the methods teachers used to work with their children.99 A request for bids was advertised in the fall and the G. E. Johnson Construction Company of Colorado Springs was awarded the contract. The new building, located at 3000 Meadowlark Avenue, was expected to cost around $720,000 and would be completed in time for the start of school in September 1972. It was named Beattie Elementary in honor of recently retired teacher, coach, and assistant principal at Fort Collins High School, Dan Beattie. The school remains in use and appears to retain its historic architectural characteristics.100 Beattie Elementary School, 2024 Robb & Brenner returned to another class of building they understood well in the fall of 1971, when the firm was hired by the City of Fort Collins to design another building for the fire department. The city was looking to replace the original downtown headquarters and station, located for more than eighty years in the remodeled 1880s town hall on Walnut Street. Instead of erecting a new building in the congested commercial district, a parcel of land was acquired on the southwest corner of Mulberry Street and Peterson Street, along a major vehicular corridor but surrounded by residential neighborhoods. Bill Robb assured wary neighbors, who were complaining to the city, that the building and its grounds would have a residential scale and appearance to fit into its surroundings.101 99 “Poudre R-1 Board to Meet Monday,” Coloradoan, 27 June 1971, p. 3; “Board Hears Four Plans for New Meadowlark School,” Coloradoan, 29 June 1971, p. 3; “School District Gets $225 Donation,” Coloradoan, 27 September 1972, p. 6 100 “Construction Bids for New Building Scheduled Nov. 4,” Coloradoan, 12 October 1971, p. 6; “School Board Opens Five Bids on New School,” Coloradoan, 5 November 1971, p. 3; “New Elementary School Named After Beattie,” Coloradoan, 14 December 1971, p. 3 101 “Architects Named to Design New Fire Station Here,” Coloradoan, 30 November 1971, p. 3; “Fire Station: Good, Bad or Better than High-Rise?,” Coloradoan, 20 January 1972, p. 1; “City to Help Buckingham Find Ways to Pave Streets,” Coloradoan, 28 April 1972, p. 1 ITEM 4, ATTACHMENT 1 Packet Pg. 104 71 In June 1972, city council directed Robb to move forward with final plans. His design called for a large building that would serve two purposes: to contain a fire house along with the department’s headquarters. The main floor would be constructed of masonry, capped by a wood-frame residential-looking structure with wood siding and a gabled roof. Uses of the main floor included the truck bays, offices, and a dispatch desk. Training rooms and more offices would occupy the basement. The second floor would house living quarters for the fire crews. This included beds for 39 firemen working three shifts, along with a kitchen, common room, and showers. A brass pole provided a quick route from upstairs to the truck bays.102 The Howard DeLozier Construction Company was awarded the $182,000 project in the fall of 1972 and work took almost a full year. In September 1973, the downtown building was vacated when the new Station No. 1 and Fire Department Headquarters was completed and ready for use. The building still stands, modified in recent years with new siding and windows, although its essential form remains. A modest addition to the rear, also completed in recent years, moved the kitchen and day room from the second floor to the first. The Fire Department Headquarters is no longer present in this building.103 Opening of Fire Station No. 1 and Department Headquarters Coloradoan, 16 September 1973, p. 2 102 “Council Orders Detailed Plans of New Fire Station, Remodeling,” Coloradoan, 2 June 1972, p. 3 103 “Invitation for Bids,” Coloradoan, 31 October 1972, p. 18; “New Fire Station,” Coloradoan, 7 February 1973, p. 7; “Firemen Begin Move Into New Headquarters,” Coloradoan, 16 September 1973, p. 1 ITEM 4, ATTACHMENT 1 Packet Pg. 105 72 Fire Station No. 1, 2024 Plaque on Building Brass Fire Pole, Still in Use The Poudre R-1 School District continued to build schools throughout the 1970s, as recommended by the 1968 special advisory commission study. Funding for the first several projects came from a large bond issue in 1969 followed by the sale in early 1972 of $6 million more in bonds to Los Angeles-based United California Bank & Associates. The syndicate included Boettcher & Company of Denver and the First National Bank of Denver. In ITEM 4, ATTACHMENT 1 Packet Pg. 106 73 February, bidding was opened for an ambitious slate of projects: a new high school on South Shields Street (this became Rocky Mountain High School), replacement of the Wellington Elementary School northeast of Fort Collins (this became Eyestone Elementary), replacement of the Cache la Poudre Elementary School in Laporte northwest of Fort Collins, replacement of the Laporte Avenue Elementary School and Laurel Elementary School in the city, remodeling at Fort Collins High School, and an addition to the Stove Prairie Elementary School in the mountains to the west.104 The firm of Robb & Brenner was engaged to develop plans for several of these projects, including those in Wellington, Laporte and Stove Prairie, and for the new Laurel Elementary School and Laporte Avenue Elementary School. They were also awarded the design contract for the new 7,100-seat high school stadium, Ray French Field, adjacent to Rocky Mountain High School (completed in 1974). The school district acquired land for the projects, in some cases condemning properties when owners demanded excessively high prices and were unwilling to negotiate. Bidding for the first schools opened in the spring and early summer of 1972. The G. E. Johnson Construction Company of Colorado Springs was awarded the contract to construct the schools in Wellington (Eyestone Elementary) and Laporte (Cache la Poudre Elementary), and the Howard DeLozier Construction Company would erect a multi-purpose room addition to the Stove Prairie Elementary School. Planning and construction started in 1972 and extended into the following years.105 Ray French Field, 2024 104 “New School Facility Subject Wednesday,” Coloradoan, 17 October 1971, p. 12; “R-1 Board Will Open Bids Tuesday,” Coloradoan, 24 February 1972, p. 1; “Poudre R-1 Sells $6 Million in Bonds,” Coloradoan, 29 February 1972, p. 1; “Poudre Building Budget Totals $4.3 Million,” Coloradoan, 10 December 1972, p. 1 105 “School Board Approves Two Boundary Changes,” Coloradoan, 24 May 1972, p. 2; “Notice to Bidders,” Coloradoan, 30 May 1972, p. 15; “Notice to Bidders,” Coloradoan, 11 June 1972, p. 47; “$45,000 Reading Class Approved for Schools,” Coloradoan, 13 June 1972, p. 3; “Low Bidder on Wellington School $81,000 Over the Estimated Cost,” Coloradoan, 25 June 1972, p. 10; “Notice to Bidders,” Coloradoan, 2 July 1972, p. 37; “Leeper Urges Building of New Wellington School,” Coloradoan, 11 July 1972, p. 9; “Wellington School Replacement Plans on Poudre Board Agenda,” Coloradoan, 24 July 1972, p. 1; “Wellington School Contract Awarded,” Coloradoan, 25 July 1972, p. 3; “School Board to Start Action for Laurel Site,” Coloradoan, 25 July 1972, p. 3; “Boltz Junior High School Nearly Finished,” Coloradoan, 17 December 1972, p. 7; “Notice of Contractor’s Settlement,” Coloradoan, 27 July 1973, p. 32 ITEM 4, ATTACHMENT 1 Packet Pg. 107 74 Bill Robb and Bill Brenner worked together to develop a novel, cost-saving approach for the new elementary schools, one not used before in the Poudre R-1 School District. That involved a combination of traditional construction along with precast concrete panels and 30’ x 60’ modular steel structures for the classrooms. The precast concrete panels were formed on site, clad in gravel for texture, and then raised into place to form the classroom walls (these extended upwards above the roofline). The use of adjoining modular structures that could be moved into place between these walls allowed the school district to expand or reduce school size in the coming years as needed. Each modular classroom also had its own heating system. Eyestone Elementary School in Wellington and Cache la Poudre Elementary School in Laporte were the first to be constructed using this method and were completed by the end of summer 1973.106 Modular System Used to Construct Fullana Elementary School Coloradoan, 14 May 1974, p. 1 Between the fall of 1973 and spring of 1974, Robb & Brenner submitted similar plans for Laurel Elementary School and Laporte Avenue Elementary School (this would be renamed Juan Fullana Elementary School). These buildings would be constructed by the Reid Burton Construction Company. Because of its location in the Holy Family neighborhood, Fullana Elementary would also serve as a community center for the surrounding Spanish-speaking population. Laurel Elementary was finished first at the end of 1974, followed by Fullana Elementary in mid-1975. In recent years, Laurel Elementary has been enlarged and substantially modified. Fullana Elementary is largely unaltered and retains a substantial degree of its original design.107 106 “Modular Design Used for New Wellington School,” Coloradoan, 17 December 1972, p. 19; “Poudre Schools Are Back in Session,” Coloradoan, 4 September 1973, p. 1 107 “Board Certifies School Tax Levy at 57.79 Mills,” Coloradoan, 13 November 1973, p. 2; “Mabry to Propose $207,600 School Projects Plan,” Coloradoan, 12 May 1974, p. 2; “Movable School: Answer to Overcrowding?,” ITEM 4, ATTACHMENT 1 Packet Pg. 108 75 Laurel Elementary School with its Modular Classrooms Coloradoan, 14 January 1975, p. 3 In 1975, Robb & Brenner’s design for modular-based school buildings received several honors. First, the plans were placed on exhibit at the national convention of the American Association of School Administrators in Dallas. School officials from communities across Colorado also traveled to Fort Collins to observe this new concept. In 1975, the Armco Steel Corporation presented its national design award to the school district for its “excellent use of metal in the design and construction of buildings.” Another award for Metal Building of the Year was presented by the Metal Buildings Dealers Association, based in Dayton, Ohio.108 Juan Fullana Elementary School, 2024 Robb & Brenner was engaged again in 1976, this time to prepare plans for two projects. The first was a 9,000-square-foot addition to Lesher Junior High School at 1400 Stover Street Coloradoan, 14 May 1974, p. 1; “New Schools Construction Within Revised Budgets,” Coloradoan, 29 October 1974, p. 5 108 “Local School Designs Picked for Exhibit,” Coloradoan, 28 November 1974, p. 42; “New Laurel School Nearing Completion,” Coloradoan, 14 January 1975, p. 3; “New Laurel School Dedication Scheduled,” Coloradoan, 25 February 1975, p. 3; “Straight Talk About Building,” Coloradoan, 11 June 1975, p. 35; “Local Schools Win National Building Awards,” Coloradoan, 16 November 1975, p. 18; “School Award,” Coloradoan, 29 September 1976, p. 39 ITEM 4, ATTACHMENT 1 Packet Pg. 109 76 that would add a media center, auxiliary gym, special education classrooms, and storage space. The other project involved the development of a new elementary school in the Southmoor Village East subdivision in southeast Fort Collins. An 8.2-acre parcel of land was acquired at 1501 Springwood Drive. Robb & Brenner presented the school district board with a design like that used at Bauder, Riffenburgh, Irish, Tavelli and Beattie elementary schools. However, they also proposed that the school employ solar heating, an option that would raise the cost of construction by an estimated $200,000. Half of that cost would possibly be covered by a federal grant. Following much discussion, the idea was rejected as too costly. The new building was completed in 1978 and named Shepardson Elementary School. All of the Robb & Brenner schools constructed during the 1970s remain in use today and appear to retain good architectural integrity.109 Shepardson Elementary School, Built 1978 Coloradoan, 11 August 1977, p. 34 In 1975, the heritage subcommittee of the Centennial-Bicentennial Commission coalesced around the idea of reconstructing the 1860s military post that gave birth to the city. They were led by history teacher Wayne Sundberg and Army veteran John Hughes, who sought to build the project using a combination of volunteer labor, local donations, and state and federal grants. By early 1975, the group reported that it had secured commitments of labor and materials valued at more than $350,000 and was seeking cash donations. In January, the Fort Collins city council agreed to set aside nineteen acres of land south of the Cache la Poudre River between Linden Street and College Avenue. This also happened to be the site of the former city dump. The grounds were graded and landscaping plans prepared.110 109 “School Board Looks at Pay-As-You-Go Plan for Buildings,” Coloradoan, 25 May 1976, p. 1; “Board Selects New School Site,” Coloradoan, 26 October 1976, p. 3; “School Board to Vote on ’77 Budget Monday,” Coloradoan, 21 November 1976, p. 3; “Lesher Jr. High Addition,” Coloradoan, 2 December 1976, p. 7; “Construction Begins on Junior High Addition,” Coloradoan, 11 February 1977 p. 3; “District’s Newest School Designed for Solar Heating,” Coloradoan, 24 May 1977, p. 3; “New School to be Open in Fall of ’78,” Coloradoan, 11 August 1977, p. 34; “School Board to Hear Solar System Proposal,” Coloradoan, 27 November 1977, p. 31; “Board Rejects Solar Heating in New School,” Coloradoan, 29 November 1977, p. 1 110 “Group Plans to Put ‘Fort’ Back in Collins,” Coloradoan, 8 January 1975, p. 1; “Camp Collins Project Recommended for Funding,” Coloradoan, 24 January 1975, p. 1; “Fort Reconstruction Plans Complete,” Coloradoan, 25 February 1975, p. 1 ITEM 4, ATTACHMENT 1 Packet Pg. 110 77 Robb & Brenner was approached about preparing architectural plans for the reconstruction of seven log buildings, and the US Army reserve unit in Fort Collins pledged to cut and haul the logs from the nearby mountains. Buildings to be reconstructed included the commanding officer’s quarters, a stockade, the commissary, two officers’ quarters, and two company quarters. A museum would be installed in one of the company quarters and other buildings would hold meeting space, a kitchen, and restrooms. Five of the buildings would be outfitted with period furnishings. It appears that a groundbreaking ceremony was held at the site in May 1975, with the goal of having the buildings constructed by December using logs, square nails, wood shingles and sand-poured glass. Interior furnishing and site work would continue over the following months, with a public opening scheduled for Flag Day on 14 June 1976.111 The City of Fort Collins provided $3,800 for master planning and a donation of $10,000 was received from the State Centennial-Bicentennial Commission. In an August 1975 editorial published by the Coloradoan, one citizen wrote to express her lack of enthusiasm for the project, raising concerns that likely reflected those of others in the community. Ada May Guard pointed out that the group’s plans called for the buildings to be reconstructed near, but not actually at, their original locations; that the fort had existed for just three years and left no imprint on the city’s character other than its history and name; that it was no longer appropriate to commemorate the Indian Wars; and that there seemed to be no adequate explanation for the origins of financial support for the project. Efforts soon came to a halt, and the project was never built.112 In 1975, the City of Fort Collins moved forward with planning for expanded city offices as it had outgrown the Bill Robb-designed Municipal Building dating from the 1950s. This required that two primary questions be answered: whether to expand the existing building or have a new one constructed, and if a new one were built, where would that happen? Robb & Brenner was engaged to prepare preliminary plans that would help answer these questions. In the meantime, funding had to be secured beyond the $1.4 million the city had available. By the fall of 1976, funds were in place to build a new city hall and an auditorium-art facility (that would become the Lincoln Center) if other civic improvement projects were put on hold until after 1980. The city hall project would include remodeling of the existing facility for the finance department and police headquarters.113 In January 1977, city council approved a $2 million plan to construct a new Municipal Building. Robb & Brenner presented a drawing that showed the municipal complex as it would appear once the new building was constructed. The two-story, 26,000-square-foot, brick building would stand northwest of the older city hall, with parking lots to the north, south and east. Most city services, including city council, would move into the new building, which would hold larger council chambers on its east side that provided fixed seating for 180, with an adjacent meeting room to the rear. A moveable wall between the council chambers and meeting room would allow for overflow seating as needed. The northeast area of the block would be left open as a city park, providing space for future development after the year 2000, when it was expected that city offices would need another expansion.114 111 “Fort Reconstruction Plans Complete,” Coloradoan, 25 February 1975, p. 1 112 “Fort Project Slowed by Lack of Financing,” Coloradoan, 28 May 1975, p. 1; “The Original Fort – A Progress Report,” Coloradoan, 31 July 1975, p. 3; “No Enthusiasm,” Coloradoan, 4 August 1975, p. 6 113 “City Hall Expansion Project Beginning to Move,” Coloradoan, 2 July 1975, p. 1; “Council Given Optimistic Report on CIP Funding,” Coloradoan, 17 November 1976, p. 1 114 “Council Selects Site for City Hall Building,” Coloradoan, 19 January 1977, p. 3; “Site Development Plan for City Hall Building Approved,” Coloradoan, 26 January 1977, p. 33 ITEM 4, ATTACHMENT 1 Packet Pg. 111 78 Robb & Brenner Drawing of the Expanded Municipal Complex Showing the Existing and New Municipal Hall Buildings, 1977 Source: Bill Robb Collection, Courtesy of Eleanor Robb Bidding for the construction contract became complicated and it took some time before the project was awarded to Construction Inc. of Longmont. Groundbreaking occurred in April 1977, with Bill Robb as one of the speakers. The project was completed in 1978 and the building remains in use today as City Hall, with no major alterations to its architecture.115 Fort Collins City Hall, 2024 115 “Council to Consider City Hall Bids Again,” Coloradoan, 14 February 1977, p. 1; “Council Wrestles with City Hall Project,” Coloradoan, 16 February 1977, p. 1; “City Hall Groundbreaking Slated Monday,” Coloradoan, 15 April 1977, p. 17; “City Hall Complex,” Coloradoan, 19 April 1977, p. 1 ITEM 4, ATTACHMENT 1 Packet Pg. 112 79 Robb & Brenner’s Plan for the Expanded Municipal Complex Coloradoan, 26 January 1977, p. 33 ITEM 4, ATTACHMENT 1 Packet Pg. 113 80 In 1972, Robb & Brenner began work on a planned unit development that would continue through multiple phases over the following years. Owned by local developer Gene Mitchell through his firm HCI, Inc., the project was located on the south side of Drake Road between Lemay Avenue and Stover Street. That also placed it just south of Woodward Governor, one of the city’s largest high-tech companies. Robb & Brenner’s work started with master site planning and extended to the design of apartments and townhomes. They also designed the Scotch Pines Village Shops, a commercial complex on the southwest corner of Drake Road and Lemay Avenue that was approved by the City of Fort Collins in late 1974. The shopping center was constructed in the late 1970s and occupied for years by Toddy’s Super Market along with multiple smaller retail stores.116 Advertisements for Scotch Pines East and West Apartments Coloradoan, 19 July 1974, p. 28 and 2 October 1974, p. 30 The multiple two-story residential buildings in Scotch Pines, set among landscaped grounds, featured wood-frame construction, board-and-batten siding, gabled roofs, fixed windows flanked by sliding windows, and boxed chimneys. The Scotch Pines Village commercial complex consisted of three long buildings constructed of variegated brick with covered walkways and low-pitched gabled roofs. The development also included wide sidewalks, landscaping, and a central parking lot. Scotch Pines Village remains in use today with apparently no major alterations, and it is recognized as a successful mixed-use development that attracts substantial numbers of daily shoppers.117 116 “Proposed K-Mart Sign on Planning Board Agenda,” Coloradoan, 28 January 1971, p. 10; “City Planning Board to Meet Monday,” Coloradoan, 1 December 1974, p. 18 117 “Mitchell to Brief City Officials on Scotch Pines,” Coloradoan, 8 January 1978, p. 16; “Mixed Neighborhoods Bring Out Community,” Coloradoan, 27 December 2005, p. 9 ITEM 4, ATTACHMENT 1 Packet Pg. 114 81 Scotch Pines Apartments (now condominiums), 2024 Scotch Pines Village, North Building, 2024 Scotch Pines Village, South Building, 2024 ITEM 4, ATTACHMENT 1 Packet Pg. 115 82 Additional Projects Undertaken by Robb & Brenner, 1970s Remodel of City Council Chambers Barton Elementary School Media Center Gleneyre Elementary School Wellington Junior High School Gymnasium Poudre High School Media Center Larimer County – Woodward Building Remodel Fort Collins Recreation Center Remodel Library/Pioneer Museum Remodel Steele’s Market on South College Avenue Elks Building Remodel Shepherd of the Hills Church Addition Walden Motel Woodbox Apartments Fairview Shopping Center Mead Elementary School Loveland United Methodist Church Matador Apartments (now Social West) Fort Collins Country Club Home Federal Savings Tower Remodels Collindale Patio Homes Parkwood East Condominiums Fort Collins Auditorium/Arts Center Study Robb & Brenner, 1980-1987: Robb & Brenner expanded their staff again in 1979, when architect George Brelig joined the firm. In 1986, he became a partner and the firm’s name was changed to Robb, Brenner & Brelig, Architects and Planners. Bill Robb retired from active participation in the firm in 1987 and passed away in 1999.118 This section is still being written and will be completed for the final draft. Projects Completed by Robb & Brenner, 1980-1987 Poudre High School Master Plan Boltz Junior High School Master Plan Harmony Farms Parkwood East Riverbend Office Park CSU Atmospheric Science Office Building Spring Creek Manor University Square Red Feather Lakes Elementary School Plan Continued Work at Scotch Pines Village Oak Ridge Industrial Park Lake Street Townhomes Larimer County Jail Remodel Parkwood Apartments Evans Middle School School Additions and Remodels Stuart Professional Park Fort Morgan First Christian Church Laramie Holiday Inn Lory Student Center Remodel Evangelical Covenant Church Ault Library Robb, Brenner & Brelig Architects (RB+B), 1988-Present: Architect Ken Field became a partner in the firm in 1997, at which time its name was rebranded as RB+B Architects Inc. The following year, the office moved into its current home in the Mawson Block on East Mountain Avenue. Corky Bradley joined the firm in . David Kress was named a principal in 2003. Rebecca Spears joined in . Bill Brenner retired from full-time work in 2003, continued to help for another decade on a part- time basis, and then retired. He died in early 2024, shortly after being interviewed for this study. This section is still being written and will be completed for the final draft. 118 “Architects Find Success with School Specialty,” Coloradoan, 29 September 2003, p. E1 ITEM 4, ATTACHMENT 1 Packet Pg. 116 83 Projects Completed by Robb, Brenner & Brelig (RB+B) 1987-Present Bill Robb’s Civic Involvement, 1955-1999: Throughout his years of professional work in Fort Collins, Bill Robb was also involved in various civic activities. This included serving on boards and commissions. In the spring of 1955, the Fort Collins city council established the community’s first planning and zoning board under its newly-adopted charter. Robb was appointed to the board and served for one year. He resigned to avoid a potential conflict of interest when he was awarded the contract to design the city’s new town hall building. Among the board’s first acts was to prepare regulations for new subdivisions that would be annexed into the city in the coming years. The board also began to collaborate on regional development issues with the Larimer County planning commission. These efforts led to the establishment of a regional planning board, which represented increasing sophistication in government as the city and county sought to address the challenges brought about by rapid population growth. Robb remained on the regional board for several years.119 In 1959, Robb was appointed to the board of the newly-established Fort Collins Community Council. The organization was promoted by the Woman’s Club and the organizing meeting was attended by more than forty representatives of area businesses and civic clubs. Its purpose was to facilitate projects that would improve Fort Collins in the areas of recreation, parking, and economic development. In early 1960, Robb was appointed by city council to a committee tasked with studying parking in the downtown commercial district. Of particular concern was the issue of excess and haphazard parking, which prevented large trucks and firetrucks from accessing the alleys. Around 1960, Robb also served on the Fort Collins regional planning commission, which studied issues related to growth of the city to the south and east. The commission provided guidance to city council. In 1971, Robb became a member of a community task force assembled by a Fort Collins program known as Designing Tomorrow Today. The group was divided into three subcommittees that investigated the need for cultural facilities, athletic facilities, and youth activities. Robb served on the task force with others from the community, including designers and developers Virgil Magerfleisch, Reid Burton, Les Everitt and Jim Stinnett.120 119 “Council Picks Four Boards,” Coloradoan, 24 April 1955, p. 1; “Annexation Rules Drawn,” Coloradoan, 22 July 1955, p. 1; “Regional Planning Board Set Up Here,” Coloradoan, 21 October 1955, p. 1; “Plan Groups Will Meet,” Coloradoan, 1 November 1955, p. 1; “Regional Board Reelects Staff,” Coloradoan, 7 February 1958, p. 2 120 “Community Civic Body Organized,” Coloradoan, 19 May 1959, p. 1; “City Council Talks Over Parking, Water Problems,” Coloradoan, 8 January 1960, p. 2; “Michaels Heads Planning Board,” Coloradoan, 27 January 1960, p. 2; “Designing Tomorrow Task Force Members Appointed,” Coloradoan, 12 March 1971, p. 5 ITEM 4, ATTACHMENT 1 Packet Pg. 117 84 BILL ROBB’S ARCHITECTURAL LEGACY Throughout the second half of the 20th century, Bill Robb and his firm were responsible for the design of numerous buildings, structures, and planned development projects that served the Fort Collins community in various ways. Many of these, including churches, schools, and government and commercial buildings, gained prominence in the city because of their architecture and notable uses. They included two city halls, a large county courthouse annex, three fire stations, one high-rise bank tower, a shopping center, and numerous schools and churches throughout Fort Collins. Many houses appear in his project list, but their locations still need to be determined to find out how many have survived to the present day and what they might tell us about his residential architecture. Robb also designed buildings regionally, and his Loveland Municipal Building as well as several schools and churches in the communities surrounding Fort Collins remain standing and in use. He and his firm also completed numerous interior and exterior remodels of commercial spaces, including offices and retail stores. These are the bread and butter of an architectural firm, but most did not survive as they were remodeled time and again over the subsequent years. As the years have passed since Robb retired in 1987, a number of his buildings have been substantially altered or even demolished. This is the unfortunate reality, and perhaps personal heartbreak, experienced by many architects working in the United States, where growth and reinvention are the norm, and buildings are often remodeled or replaced. Despite this attrition, many of Robb’s buildings remain standing and most continue to serve their original purposes. Among these are his many schools and civic projects. Those that have been lost are part of his professional history. Those that survive reflect his longer-standing legacy in the community. This study presents Robb’s background and history of design work, but it also focuses upon what remains standing and in use today. Among Robb’s many projects, the buildings that are no longer extant or have been extensively changed fail to convey their original architectural details and are relegated to the historical record. They are not present anymore in a form that can be preserved and that represents his surviving body of work. A full accounting of Robb’s projects is available to historians, who will continue to explore his legacy as one of the city’s most influential architects. To preservation planners and advocates, the questions to be answered revolve around his legacy in the form of buildings and other design projects that survive and are emblematic of his work. Which can or should be saved, and which are significant and eligible for landmark designation? This section considers the question of his legacy as it has been recognized over the years, much of it reflected in newspaper articles. By the early 1970s, Bill Robb’s impact upon the development of Fort Collins during the post- World War II decades was starting to be noticed and acknowledged. In June 1971, the Larimer County Guardian published a feature article about Robb and his career titled “Honesty, Simplicity, Creativity: The Beauty of Design.” This provided readers with a brief biography of the architect and photographs of his First United Methodist Church, St. Luke’s Episcopal Church, and the Fort Collins Savings & Loan tower. The reporter wrote that Robb’s ITEM 4, ATTACHMENT 1 Packet Pg. 118 85 designs were “pervading, yet simple; unique, yet honest.” Most of the article consists of his answers to a series of questions about his design process. Queried about how he arrives at a design, Robb responded with the following statement: “Our philosophy is that we get a program and let the building requirements dictate the building form. We don’t ever enter a program with a preconceived idea of what the building should look like. We let the program and the building requirements tell us what shape it should be and determine the aesthetics and everything else. We, in essence, make an individual style for each of our buildings; none of them looks alike, because we treat each one individually.” What Robb was expressing is that “form follows function,” a design principle attributed to famed architect Louis Sullivan that served as the guiding light of modernist architecture throughout the 20th century. Robb would surely have learned this concept in school and his body of work proved that his design approach was no exception. Asked about the future of development in Fort Collins, he stated that with the city’s population increasing it would eventually have to grow up as much as out, that “there will inevitably be more high rise buildings in the future, because of the increasing values in land and because of the higher density of people.” The trend toward increasing density and height is a topic of much discussion and movement in the first several decades of the 21st century.121 In June 1974, the Triangle Review published an article titled “Local Architects Robb and Brenner are Honored.” This followed the firm’s awards and accolades for their design of St. Luke’s Episcopal Church. In the article, Robb was quoted as saying that “Throughout the ages, it has been the simple buildings that solve a problem and have won the awards and become the representative buildings of their time.” Bill Brenner followed up with “And it is in the facing and solving of a problem in a creative way that the fun and the challenge of architecture is to be found.” By that time, Robb & Brenner was credited with the design of “14 public buildings, 33 schools, 15 commercial buildings, 16 churches, six research and university buildings, seven fraternity houses, and 15 developments and housing projects.” Their stated goal was to remain a local firm dedicated to improving the quality of life in Fort Collins and northern Colorado. That would be accomplished by focusing upon the “usefulness, economy and lasting beauty” of their projects. Robb and Brenner continued to discuss their design philosophy and practice in greater detail. Comparing themselves to country doctors who make house calls to listen and respond to their patients, they said that “they have a personal concern for the wants and needs of the owner, whether it be a large school district or a private individual.” They also discussed the challenge of making sure that additions are “compatible with an existing building” in cases where “alternatives are limited but imaginations are stretched. Either you do it right or simply ignore the existing building. We pride ourselves on maintaining compatibility, not only in additions to existing buildings but in making new buildings compatible to their site, neighborhood and community.” Finally, the two talked about their view that architects must be innovators. This was reflected in their design of the John XXIII Catholic Center and the Laurel and Fullana elementary schools that made use of modular concepts so that the buildings could be adapted to changes in student enrollment. Clearly, both Robb and Brenner were creative yet exceptionally practical in all of their professional work.122 121 “Honesty, Simplicity, Creativity: The Beauty of Design,” Larimer County Guardian, 11 June 1971, p. 1 122 “Local Architects Robb and Brenner are Honored, Triangle Review, 13 June 1974, p. 29 ITEM 4, ATTACHMENT 1 Packet Pg. 119 86 Bill Robb and Bill Brenner Fort Collins Triangle Review, 13 June 1974, p. 29 The Triangle Review revisited the topic of Bill Robb and his impact upon Fort Collins in January 1978 when it published an article titled “Fort Collins Architect Changed the Face of the Whole City.” As the title said, the article expounded upon the widespread effect of Robb’s design work upon the city’s development since the 1950s. Interviewed in his 10th-floor office in the Fort Collins Savings & Loan tower, a building he designed, Robb told the reporter “We’ve done most of our work in this area. We feel when you are close to your work, you can form a close relationship with your client and provide a better service. It’s nice to know the people you work with and take the project through from conception to completion.” His architectural practice started in the early post-World War II years and grew along with the city in a relationship that proved to be symbiotic. “When I first came here, there wasn’t a lot of building, and the university was only half as big as it is now. The town’s growth was steady and slow. Then the town became a city. Construction really boomed.” The article concluded that Robb had left his mark on the entire city.123 Finally, the Coloradoan published a lengthy article about Bill Robb in 1987 at the time of his retirement. Reflecting on the length of his career, he commented “you can tell you’ve been around a while when you start remodeling your own buildings.” The article went on to describe the impact he had upon the developed landscape and skyline of Fort Collins, commenting that anyone who has lived in Fort Collins has visited buildings that were designed by Bill Robb. Builder David Neenan of the Neenan Company “likens Robb to the master builders of old – the people who could design, engineer and build their own buildings.” Neenan’s point was that Robb’s background and experience were extensive. Reflecting upon his career, Robb summed it up by stating that “we’ve loved this community, we’ve raised our family here, we’ve had wonderful relations with our clients.” Bill Robb died in 1999 and remained involved with his beloved community to the end.124 123 “Fort Collins Architect Changed the Face of the Whole City,” Triangle Review, 21 January 1978, p. 12 124 “Architect Who Helped Build Fort Collins’ Skyline Retires,” Coloradoan, 27 July 1987, p. B1 ITEM 4, ATTACHMENT 1 Packet Pg. 120 87 Assessing Age, Integrity and Significance When historic resources are documented, they are evaluated for age, significance, and integrity to determine whether they might be eligible for local landmark designation to the City of Fort Collins Register of Historic Places, and to the Colorado State Register of Historic Properties (SRHP) and National Register of Historic Places (NRHP). These three pillars of eligibility – age, significance and integrity -- apply to all districts, sites, buildings, structures, and objects, and are defined by the National Historic Preservation Act of 1966 and its subsequent amendments. For the most part, the same standards that apply to the SRHP and NRHP have been adopted with minor variations by cities and counties with preservation programs, including the City of Fort Collins. The following information addresses the standards as they apply to the evaluation of historic resources associated with the architectural legacy of William B. Robb. Determining the Ages of Resources: The City of Fort Collins’ code language does not define a specific minimum age threshold for landmark designation. However, they must exhibit an exceptional level of significance and integrity, characteristics that are addressed below. While the Larimer County assessor’s records provide years of construction, these are often inexact and should be treated as a starting point rather than being relied upon as the sole source of this information. In other words, the year of construction for each resource should be determined based upon archival research, interviews, and other potential information sources. Determining the Significance of Resources: For a historic resource to be eligible for designation as a City of Fort Collins landmark, it must meet at least one of the four primary significance standards discussed below, as defined by the City’s municipal code. These standards are found in Chapter 14, Section 14-22a. While meeting only one criterion is necessary to establish significance, some resources might be eligible under two or more. In such cases, every one that is applicable should be considered. Each must be strongly supported by a fully researched history, architectural description, and contextual background, and justified with a carefully crafted argument in favor of significance. In other words, significance is determined by evaluating whether the criteria apply to the specific resource, and whether it is associated with or embodies the defined characteristics of architectural and/or historical importance. The historical narrative in this context provides the detailed background necessary for the evaluation of resources associated with the work of architect Bill Robb. It might also be helpful to review other materials on the standards for evaluating historic resources. These include the US Department of Interior’s How to Apply the National Register Criteria for Evaluation (National Register Bulletin 15), and David R. Hill’s Colorado Urbanization & Planning Context (1984). Other important contextual documents include Adam Thomas’ In the Hallowed Halls of Learning: The History and Architecture of Poudre School District R-1 (2004), Mary Therese Anstey and Adam Thomas’ Fort Collins Postwar Development, 1945- 1969, Survey Report (2011), and Cindy Harris and Adam Thomas’ Fort Collins E-X-P-A-N- D-S: The City’s Postwar Development, 1945-1969 (2011). ITEM 4, ATTACHMENT 1 Packet Pg. 121 88 Fort Collins Landmark Standards - Not every historic resource associated with the career of Bill Robb will be significant enough to merit individual landmark eligibility. Consequently, each resource must be evaluated on an individual basis to determine whether it meets at least one of the following significance standards, as defined in the municipal code. The code language defines significance as “the importance of a site, structure, object, or district to the history, architecture, archeology, engineering or culture of our community, State or Nation. Significance is achieved through meeting one or more of four standards recognized by the U.S. Department of the Interior, National Park Service. These standards define how resources are significant for their association with events or persons, in design or construction, or for their information potential. The criteria for determining significance are as follows:” 1. Events: Resources may be determined to be significant if they are associated with events that have made a recognizable contribution to the broad patterns of the history of the community, State or Nation. A resource can be associated with either, or both, or two types of events. a. A specific event marking an important moment in Fort Collins prehistory or history; and/or b. A pattern of events or a historic trend that made a recognizable contribution to the development of the community, State or Nation. 2. Persons/Groups: Resources may be determined to be significant if they are associated with the lives of persons or groups of persons recognizable in the history of the community, State or Nation whose specific contributions to that history can be identified and documented. 3. Design/Construction: Resources may be determined to be significant if they embody the identifiable characteristics of a type, period, or method of construction; represent the work of a craftsman or architect whose work is distinguishable from others by its characteristic style and quality; possess high artistic values or design concepts; or are part of a recognizable and distinguishable group of resources. This standard applies to such disciplines as formal and vernacular architecture, landscape architecture, engineering and artwork, by either an individual or a group. A resource can be significant not only for the way it was originally constructed or crafted, but also for the way it was adapted at a later period, or for the way it illustrates changing tastes, attitudes, and/or uses over a period of time. Examples are residential buildings which represent the socioeconomic class within a community, but which frequently are vernacular in nature and do not have high artistic values. 4. Information potential: Resources may be determined to be significant if they have yielded, or may be likely to yield, information important in prehistory or history. Additional language in the municipal code provides guidance for anyone seeking landmark designation for individual properties as well as potential historic districts. Determining the Integrity of Resources: In addition to assessing age and significance, each historic resource needs to be evaluated based upon its level of individual integrity. The National Register broadly defines integrity as the ability of a resource to convey ITEM 4, ATTACHMENT 1 Packet Pg. 122 89 its significance. This occurs through a balance of seven characteristics: location, design, setting, materials, workmanship, feeling, and association. In other words, each resource must be evaluated to answer the question of whether it possesses, or does not possess, an adequate degree of these characteristics. Because historic resources do not remain static and are impacted by various factors, among them alterations and weathering, many do not exhibit all of these characteristics fully. Instead, they often fall into a gray area in which each characteristic may be anywhere from completely diminished to fully intact. Determinations of integrity can become subjective if not approached with care and to minimize that potential, preservation professionals with substantial experience in the field of architectural history are usually able to make the most objective evaluations. The Fort Collins municipal code addresses the question of integrity in the following terms: “Integrity is the ability of a site, structure, object, or district to be able to convey its significance. The integrity of a resource is based on the degree to which it retains all of some of the seven aspects or qualities established by the U.S. Department of Interior, National Park Service: location, design, setting, materials, workmanship, feeling and association. All seven qualities do not need to be present for a site, structure, object or district to be eligible as long as the overall sense of past time and place is evident. The criteria for determining integrity are as follows: Location is the place where the resource was constructed or the place where the historic or prehistoric event occurred. Design is the combination of elements that create the form, plan space, structure and style of a resource. Setting is the physical environment of a resource. Whereas location refers to the specific place where a resource was built or an event occurred, setting refers to the character of the place in which the resource played its historic or prehistoric role. It involves how, not just where, the resource is situated and its relationship to the surrounding features and open space. Materials are the physical elements that form a resource. Workmanship is the physical evidence of the crafts of a particular culture or people during any given period in history or prehistory. It is the evidence of artisans' labor and skill in constructing or altering a building, structure or site. Feeling is a resource's expression of the aesthetic or historic sense of a particular period of time. It results from the presence of physical features that, taken together, convey the resource's historic or prehistoric character. Association is the direct link between an important event or person and a historic or prehistoric resource. A resource retains association if it is the place where the event or activity occurred and is sufficiently intact to convey that relationship to an observer. Like feeling, association requires the presence of physical features that convey a resource's historic or prehistoric character.” ITEM 4, ATTACHMENT 1 Packet Pg. 123 90 Each building associated with Bill Robb will need to be individually evaluated to determine whether alterations have substantially diminished its ability to convey its history of use and original or early architectural style. Alterations beyond those that are minor sometimes cause the pillar of integrity to fail, making the building no longer eligible for landmark designation. On the other hand, if it retains a substantial degree of its original or early appearance, a building might exhibit enough integrity to be considered landmark eligible. The same goes for other types of resources, no matter whether they are districts, sites, buildings, structures, objects or districts. The question of integrity addresses what the resource is like today in relation to its appearance when new and during its period of significance. Assessments of age, significance, and integrity will together form the basis of eligibility determinations, allowing the City of Fort Collins to determine which of Bill Robb’s projects are worthy of preservation efforts. ITEM 4, ATTACHMENT 1 Packet Pg. 124 91 PRIORITIES FOR THE FUTURE This section, still being written for the final draft, will provide practical observations about how Robb’s legacy might be approached in the form of survey, landmark designation, and preservation efforts. ITEM 4, ATTACHMENT 1 Packet Pg. 125 92 BIBLIOGRAPHY Anstey, Mary Therese and Adam Thomas. Fort Collins Postwar Development, 1945-1969, Survey Report. Prepared by Historitecture LLC for the City of Fort Collins Advance Planning Department, July 2011. Architects of Colorado, Biographical Sketch of William B. Robb, History Colorado, Office of Archaeology and Historic Preservation, January 2023. Bertolini, Jim. “The Career of William Robb in Fort Collins.” Rocky Mountain Modern, Part Four, The Simple Buildings. Retrieved on 2 September 2023 at www.docomomo-us.org. Burial Record, William Bruce Robb, Grandview Cemetery, Fort Collins, CO. Date of Death: 22 March 1999. Retrieved from www.findagrave.com. Chicago Tribune (Chicago, IL) “Second Lt. William O. Brenner…has been assigned…,” 29 January 1953, p. 61. Draft Registration Record, William Bruce Robb, Durango, La Plata County, CO, 30 June 1942. Dunn, Meg. “A New City Hall.” Northern Colorado History Blog. Retrieved 2 September 2023 at www.northerncoloradohistory.com. Durango Herald (Durango, CO) “William B. Robb,” obituary, March 1999. Fort Collins Coloradoan (Fort Collins, CO) Multiple Articles are Referenced in the Footnotes Above “First Presbyterian Church of Fort Collins, 1872-1984.” Fort Collins, CO: Published by the First Presbyterian Church of Fort Collins, 1985. Greeley Daily Tribune (Greeley, CO) “Phelps Co. Gets Contracts for 2 Collins Schools,” 8 August 1956, p. 16. Harris, Cindy and Adam Thomas. Fort Collins E-X-P-A-N-D-S: The City’s Postwar Development, 1945-1969. Prepared by Historitecture LLC for the City of Fort Collins Advance Planning Department, June 2011. Historic Landmark Designation Nomination Form, St. Joseph’s Catholic Church, 300 West Mountain Avenue, Prepared by John Ferguson and Rose Laflin, September 2007. History and Capabilities, Robb and Brenner Inc., Architects and Planners, Statement of Qualifications, circa 1980. Larimer County Guardian (Fort Collins, CO) “William Robb: Beautiful Designs,” 11 June 1971. ITEM 4, ATTACHMENT 1 Packet Pg. 126 93 “To the Marauder Thunder Communication…,” The Marauder Thunder, Published by the B- 26 Marauder Historical Society, February 1993, p. 20. Our History – RB+B Architects. Video Program Retrieved on 3 September 2023 at www.rbbarchitects.com. Sheely Drive Landmark District, Landmark Nomination and Brochure, City of Fort Collins, 2000 and 2019. Sladek, Ron. Colorado Cultural Resource Survey, Architectural Inventory Form, First Presbyterian Church, 531 S. College Ave. (5LR14683), 13 November 2019. Sladek, Ron. Colorado Cultural Resource Survey, Architectural Inventory Form, Hospital Service Building, 208 S. College Ave. (5LR14832), 13 November 2019. Sladek, Ron. Historic Preservation Analysis of the Fort Collins Municipal Building, 300 Laporte Avenue. Prepared for the City of Fort Collins, 1 September 2009. Thomas, Adam. In the Hallowed Halls of Learning: The History and Architecture of Poudre School District R-1. Prepared by Historitecture, LLC, for the City of Fort Collins, Advanced Planning Department and Poudre School District R-1, August 2004. United States Department of Veterans Affairs, BIRLS Death File, William B. Robb. United States Federal Census Records, William Brenner Jr., Chicago, IL, 1950. United States Federal Census Records, Bill Robb and the Robb Family, Pueblo, CO, 1910- 1920; Durango, CO, 1930-1940; Cambridge, MA, 1950. William B. Robb Collection, MSS.3152, History Colorado, Denver, CO. Windsor Beacon (Windsor, CO) “Eleanor J. Robb,” obituary, 22 January 2017, p. W12. ITEM 4, ATTACHMENT 1 Packet Pg. 127 Agenda Item 5 Item 5, Page 1 STAFF REPORT May 15, 2024 Historic Preservation Commission SUBJECT EDUCATION WORKSHOP – ASIAN AMERICAN HISTORY PRIMER STAFF Jim Bertolini, Senior Historic Preservation Planner SUMMARY Staff will provide a brief summary of known history and historic places related to the Asian American History in Fort Collins from the 1860s and beyond. This presentation is being given at a regular meeting as opposed to a work session to benefit the attending public. May is Asian American and Pacific Islander Heritage Month in the United States. More information about Asian American history can be found on our website, here: https://www.fcgov.com/historicpreservation/aapi Packet Pg. 128 Headline Copy Goes Here Senior Historic Preservation Planner Jim Bertolini Asian Americans in Early Fort Collins May 15, 2024 Headline Copy Goes HereFull Story: Fort Collins – Why We Do This 2 Why does place matter? • Ensuring places that tell the story of historically marginalized people are preserved makes a statement •Protects against cultural erasure •Dedicating space and resources says “these places and people matter” Fort Collins residents deserve to know and engage in a full, representative history of their community 1 2 ,TEM ATTACHMENT 1 PacNet Pg. 129 Headline Copy Goes HereAsian Americans in the West – Pre-1940 3 • Chinese immigration starting in the 1840s-1850s • Central Pacific Railroad • Mining • Logging • Services (laundry) • Japanese immigration starting in the 1900s • Agriculture Headline Copy Goes Here 4 • George Gowy • Sam Lung • Hong Sing 3 4 ,TEM ATTACHMENT 1 PacNet Pg. 130 Headline Copy Goes Here 5 Headline Copy Goes Here 6 5 6 ,TEM ATTACHMENT 1 PacNet Pg. 131 Headline Copy Goes Here 7 Headline Copy Goes Here 8 7 8 ,TEM ATTACHMENT 1 PacNet Pg. 132 Headline Copy Goes Here 9 Headline Copy Goes HereNext Steps in Asian American History 10 • Post World War II research • University-focused • Broader immigration from beyond China and Japan Chet Maeda – Japanese American; Ram Football player (CSU Aggies) 9 10 ,TEM ATTACHMENT 1 PacNet Pg. 133 Headline Copy Goes HereA Newer (Later) Discovery: 203 W Myrtle St. 11 • Built in 1902 as a private residence • Oshima’s East West Imports, 1977-2015 • Choko Oshima • Immigrated from Tokyo, Japan in 1958 • Studied at Berea College in KY • Moved to Fort Collins in 1960 • East-West Art Center, 708 S. College (demolished) • 1970, 619 S. College Ave (demolished) • 1977, 203 W. Myrtle 708 S. College, 1970 619 S. College, 1980 203 W Myrtle, 2024 Headline Copy Goes Here 12 What Does This Mean for Our Program? • Stronger emphasis on intangible history & storytelling • Historic resources can’t be visually assessed • Cultural landscape of Fort Collins • Obligation to address social inequity through places and stories we emphasize • Develop outreach strategies to get important sites Landmarked • Not just identified 11 12 ,TEM ATTACHMENT 1 PacNet Pg. 134 Headline Copy Goes Here Plans for the Future 13 • Formal historic context reports • Increased frequency of outreach/education programs • Next is PRIDE Month in June 13 ,TEM ATTACHMENT 1 PacNet Pg. 13 Agenda Item 6 Item 6, Page 1 STAFF REPORT May 15, 2024 Historic Preservation Commission PROJECT NAME 425 E. OAK ST. (HOTTEL/HOFFMAN HOUSE AND ASH PIT) – CONCEPTUAL LANDMARK DESIGN REVEIW STAFF Yani Jones, Historic Preservation Planner PROJECT INFORMATION PROJECT DESCRIPTION: This item is to provide a conceptual review of a proposed new carriage house for the City Landmark at 426 E. Oak St., the Hottel/Hoffman House and Ash Pit. The proposed new 2 bed/2 bath building would be 746 square-feet and 1.5 stories in height. The owner is seeking initial feedback regarding their concept designs and their consistency with the US Secretary of the Interior’s Standards for Rehabilitation prior to commissioning construction drawings and seeking final approval from the HPC. APPLICANT/OWNER: Applicant/Owner – Katherine Herr RECOMMENDATION: Because this is a conceptual design review, staff does not have a formal recommendation, but finds the application generally meets the Standards. COMMISSION’S ROLE: Design review is governed by Municipal Code Chapter 14, Article IV, and is the process by which the Historic Preservation Commission (HPC) reviews proposed exterior alterations to a designated historic property for consistency with the U.S. Secretary of the Interior’s Standards for the Treatment of Historic Properties (the Standards). In this hearing, the Commission shall conduct a conceptual review of, and provide preliminary feedback regarding, sketches and other information about the proposed project as established in 14-54(a)(2)(a), based on the provided information from the 2001 Landmark nomination, the applicant’s design review application, and any new evidence presented at the hearing. The intent of the conceptual review is to allow the applicant to finalize their project and commission construction drawings for the project in a manner consistent with the Standards. EXECUTIVE SUMMARY: • Date of Landmark designation: January 2, 2001 • Built c. 1886 for Isaac Hottel (Andrew Jackson Hottel first resident) • Proposed work includes: o Demolition of non-contributing garage structure at rear of property o Construction of 1.5 story, 746 square-foot carriage house at the northeast side of the property, by the alley. ARCHITECTURAL DESCRIPTION: The following description is synthesized from a 1998 survey form by Jason Marmor and the 2001 Landmark nomination: The Hottel/Hoffman House is a two story, wood frame building clad with clapboard. The complex design of the building consists of two major sections with intersecting, steeply pitched, clipped gable roofs; one clipped gable 3DFNHW3J Agenda Item 6 Item 6, Page 2 faces front on the west side of the façade. The clipped gables have cornice returns and paired scroll-sawn Italianate cornice brackets which decoratively support the boxed eaves. Added to this unusual roof form are a series of ornate gabled dormers. These gabled dormers are of different sizes, and they all feature very steeply pitched roofs with returning eaves supported by pairs of scroll-sawn Italianate cornice brackets. Other distinctive features include a canted bay window, also with Italianate cornice bracket embellishment on the roof, and a projecting open front porch on the east part of the façade with a shed roof supported by Tuscan columns. The windows are narrow double-hung wood sash units with ornate surrounds featuring elaborate milled wooden lintels with a vertically projecting central, semicircular element. The Hottel/Hoffman House also has two interior chimneys of red brick, including a tapered chimney that exits the clipped gable roof near the end of the house. c. 1900 Packet Pg. 137 Agenda Item 6 Item 6, Page 3 1909 Sanborn Map 1917 Sanborn Map Packet Pg. 138 Agenda Item 6 Item 6, Page 4 1925 Sanborn Map ALTERATION HISTORY: Known exterior alterations of the property include: • c. 1886 – House constructed • c. 1900 – Outbuilding constructed (seen in photo above; design modified at unknown later date) • 1908 – Enclosed front porch removed and rear addition, including back porch • Between 1917 and 1925 – Construction of open front porch • 2003 – Reroofing • 2005 – Porch reroofing • 2008 – Exterior woodwork repair • 2010 – Reroofing • 2013 – Porch stabilization, repair of columns, steps, decking, skirting, and trim HISTORY OF DESIGN REVIEW AND USE OF INCENTIVES: This property underwent design review for several Landmark Rehab Loan awards, including the porch reroofing (2005), exterior woodwork repair (2008), and the porch rehab (2013). A Conceptual Landmark Design Review for a detached ADU was presented to the HPC in 2023, and the commission advanced the design to a final review and issued a COA; because of the repeal of the Land Use Code update that occurred subsequently, the design needed to be modified to conform with the existing code. DESCRIPTION OF PROPOSED WORK: The applicant is seeking a conceptual review for a new carriage house. This project would include demolition of non-contributing garage structure at rear of property and the construction of a 1.5-story, 746 square-foot (587 SF main level + 159 SF upper level with ceiling height 7.5 ft or greater) carriage house at the northeast side of the property, by the alley. The building features a gabled roof form and two hipped-roofed open porches with square columns. The dominant window type proposed is 1/1, Fibrex, hung windows. The primary cladding material proposed is cementitious siding with 6” reveal and trim. Asphalt shingle roofing is also proposed. REQUESTS FOR ADDITIONAL INFORMATION: Upon review of the original application, staff has asked the applicant to provide more detail on the following items: • None 3DFNHW3J Agenda Item 6 Item 6, Page 5 PUBLIC COMMENTS SUMMARY No public comment about this project has been received at this time. STAFF EVALUATION OF APPLICABLE REVIEW CRITERIA: Applicable Code Standard Summary of Code Requirement and Analysis Standard Met (Y/N) SOI #1 A property will be used as it was historically or be given a new use that requires minimal change to its distinctive materials, features, spaces, and spatial relationships. The property is retaining its residential use, which is proposed to be expanded through a carriage house. Y SOI #2 The historic character of a property will be retained and preserved. The removal of distinctive materials or alteration of features, spaces, and spatial relationships that characterize a property will be avoided. The 1886 Hottel/Hoffman House is significant for both its history and its architecture. The home is associated with two individuals involved with the milling industry in Fort Collins. The house’s first resident, Andrew Hottel, arrived in Fort Collins in 1876 and worked for sixteen years at the Lindell Mill. He left Fort Collins in 1892 to work as a manager at the Lamar Milling and Elevator in Lamar, Colorado, and the property passed to John Hoffman. Hoffman also worked for the Lindell Mill, and he lived in this house with his wife, Frances Coy, daughter of John Coy. Soon after buying this house, Hoffman built and operated the Hoffman Feed Mill on Riverside Avenue. He enlarged the mill and expanded its use to include flour processing in 1900. He and his family lived in this house until John’s death in 1955. The house also has significance for its architecture. It is a well- preserved and locally rare example of a two-story, wood-frame Italianate residence. It has character-defining features like the highly decorative carpentry elements, such as the cornice brackets, the circular design elements on the window lintels, as well as the narrow double-hung wood windows, unusual dormers, and steeply pitched gables. Additionally, the c. 1890 ash pit is a contributing feature on this property. This brick, concrete-coated structure is dome-shaped and about three feet high and about four feet wide. It is a locally rare example of a once-common part of domestic life, trash incineration, and is the only known extant example of this form of ash pit in the city. Because the proposed carriage house is situated at the rear of the property and is unlikely to physically impact the historic features on the property or disrupt the relationship between the house and ash pit, this standard is met. Y Packet Pg. 140 Agenda Item 6 Item 6, Page 6 The accessory building at the rear of this property was specifically excluded from the Landmark designation of this property, and so its removal still meets this standard. SOI #3 Each property will be recognized as a physical record of its time, place, and use. Changes that create a false sense of historical development, such as adding conjectural features or elements from other historic properties, will not be undertaken. . Because of the differentiation of the proposed carriage house from the historic house, through the use of modern materials like the cementatious siding and trim, for example, the proposed alterations avoid creating a false sense of historical development on the property. Y SOI #4 Changes to a property that have acquired historic significance in their own right will be retained and preserved. The accessory structure that is proposed for demolition is not a contributing feature on this property, and so this standard is met. Y SOI #5 Distinctive materials, features, finishes, and construction techniques or examples of craftsmanship that characterize a property will be preserved. Because of its location on the rear of the lot, it is unlikely that the construction of the proposed new carriage house would harm the historic house or ash pit; however, staff recommends that submission of a Plan of Protection be required prior to building permit issuance to ensure that contractors are aware of the location of the ash pit to prevent any accidental damage. TBD SOI #6 Deteriorated historic features will be repaired rather than replaced. Where the severity of deterioration requires replacement of a distinctive feature, the new feature will match the old in design, color, texture, and, where possible, materials. Replacement of missing features will be substantiated by documentary and physical evidence. N/A SOI #7 Chemical or physical treatments, if appropriate, will be undertaken using the gentlest means possible. Treatments that cause damage to historic materials will not be used. N/A SOI #8 Archeological resources will be protected and preserved in place. If such resources must be disturbed, mitigation measures will be undertaken. There is not reason to believe that there is a likelihood of uncovering archaeological resources during any excavation needed for the proposed carriage house, however, the property owners should note this requirement, and should any archaeological resources be uncovered, contact Historic Preservation Services immediately for assistance. Y SOI #9 New additions, exterior alterations, or related new construction shall not destroy historic materials that characterize the property. The new work shall be differentiated from the old and shall be compatible with the massing, size, scale, and architectural features to protect the historic integrity of the property and its environment. TBD Packet Pg. 141 Agenda Item 6 Item 6, Page 7 Again, although damage is unlikely, staff recommends that submission of a Plan of Protection be required prior to building permit issuance to ensure that contractors are aware of the location of the ash pit to prevent any accidental damage (staff can provide a template form). The design of the proposed carriage house is compatible with the existing historic house because several elements of the historic house have been carried over, such as the gabled roof form, one-over-one windows and the form of the back porch with its hipped roof and square columns. The proposed structure is located at the very rear of the lot, and although it would not be entirely hidden behind the existing house, the depth of the lot and the shorter height of the proposed structure make its visual impact from the street minimal. Choices like the use of a modern cladding material with a slight variation in reveal and the shallower pitch of roof clearly identify the proposed structure as new construction. SOI #10 New additions and adjacent or related new construction will be undertaken in such a manner that, if removed in the future, the essential form and integrity of the historic property and its environment would be unimpaired. Because the proposed carriage house is not attached to the historic house, it could easily be removed in the future without disrupting the house or ash pit. Y FINDINGS OF FACT: Because the request is for conceptual review of the proposed addition, staff has not provided findings of fact. As noted in the Standards analysis above, the project is generally consistent with the Standards. RECOMMENDATION: Because the request is for a conceptual review, staff does not have a formal recommendation at this time but finds the concept design generally meets the Standards. Staff does recommend that when the application undergoes Final Design Review, that the HPC consider adding the condition of approval that a Plan of Protection be submitted prior to building permit issuance to minimize risk of damage to the historic ash pit on site. SAMPLE MOTIONS Upon receiving a request for a conceptual review, if the Commission finds that sufficient information is provided at the time of conceptual review to fully evaluate the project, and that no further substantive review is necessary, the Commission may elect to proceed to final review. In that event, the following sample motion has been provided: SAMPLE MOTION TO PROCEED TO FINAL REVIEW: I move that the Historic Preservation Commission proceed to Final Review of the proposed work on the Hottel/Hoffman House and Ash Pit at 426 E. Oak St. If the motion is passed, then the item moves to final review, during which the Commission may choose to make a motion to approve, approve with conditions, or deny a Certificate of Appropriateness. The item can also be continued to a later date. SAMPLE MOTION TO ISSUE CERTIFICATE AND APPROVE PROJECT: I move that the Historic Preservation Commission approve the Certificate of Appropriateness for the proposed work on the Hottel/Hoffman House and Packet Pg. 142 Agenda Item 6 Item 6, Page 8 Ash Pit at 426 E. Oak St. because the work complies with the Secretary of the Interior’s Standards for Rehabilitation and Chapter 14, Article IV of Municipal Code. SAMPLE MOTION TO ISSUE CERTIFICATE AND APPROVE PROJECT WITH CONDITIONS: I move that the Historic Preservation Commission approve the Certificate of Appropriateness for the proposed work on the Hottel/Hoffman House and Ash Pit at 426 E. Oak St. because the work complies with the Secretary of the Interior’s Standards for Rehabilitation and Chapter 14, Article IV of Municipal Code, subject to the following condition: • The applicant shall submit a Plan of Protection for the historic resources on site prior to building permit issuance. SAMPLE MOTION TO DENY CERTIFICATE AND DENY PROJECT: I move that the Historic Preservation Commission deny the Certificate of Appropriateness for the proposed work on the Hottel/Hoffman House and Ash Pit at 426 E. Oak St. because the work does not comply with the Secretary of the Interior’s Standards for Rehabilitation and Chapter 14, Article IV of Municipal Code. ATTACHMENTS: 1. Design Review Application Form 2. Proposed Drawings and Photos 3. Windows, Siding, Trim, Roofing Product Sheets 4. Photos 5. 2001 Landmark Nomination Form 6. Staff Presentation 3DFNHW3J City of Fort Collins Design Review Application Page 1 Design Review Application Historic Preservation Division Fill this form out for all applications regarding designated historic buildings within the city limits of the City of Fort Collins. Review is required for these properties under Chapter 14, Article IV of the Fort Collins Municipal Code. Applicant Information Applicant’s Name Daytime Phone Evening Phone Mailing Address (for receiving application-related correspondence) State Zip Code Email Property Information (put N/A if owner is applicant) Owner’s Name Daytime Phone Evening Phone Mailing Address (for receiving application-related correspondence) State Zip Code Email Project Description Provide an overview of your project. Summarize work elements, schedule of completion, and other information as necessary to explain your project. Reminders: Complete application would need all of checklist items as well as both pages of this document. Detailed scope of work should include measurements of existing and proposed. The following attachments are REQUIRED: □Complete Application for Design Review □Detailed Scope of Work (and project plans, if available) □Color photos of existing conditions Please note: if the proposal includes partial or full demolition of an existing building or structure, a separate demolition application may need to be approved. Additional documentation may be required to adequately depict the project, such as plans, elevations, window study, or mortar analysis. If there is insufficient documentation on the property, the applicant may be required to submit an intensive-level survey form (at the applicant’s expense). ,7(0 $77$&+0(17 3DFNHW 3J City of Fort Collins Design Review Application Page 2 Detail of Proposed Rehabilitation Work (*Required) If your project includes multiple features (e.g. roof repair and foundation repair), you must describe each feature separately and provide photographs and other information on each feature. Feature A Name: Describe property feature and its condition: Describe proposed work on feature: Feature B Name: Describe property feature and its condition: Describe proposed work on feature: Use Additional Worksheets as needed. This page is NA. See accompanying architectural plans. ITEM 6, ATTACHMENT 1 Packet Pg. 145 City of Fort Collins Design Review Application Page 3 Required Additional information The following items must be submitted with this completed application. Digital submittals preferred for photographs, and for other items where possible. At least one current photo for each side of the house. Photo files or prints shall be named/labeled with applicant name and elevation. For example, smitheast.jpg, smithwest.jpg, etc. If submitted as prints, photos shall be labeled Photos for each feature as described in the section “Detail of Proposed Rehabilitation Work.” Photo files or prints shall be named or labeled with applicant name and feature letter. For example, smitha1.jpg, smitha2.jpg, smithb.jpg, smithc.jpg, etc. Depending on the nature of the project, one or more of the following items shall be submitted. Your contractor should provide these items to you for attachment to this application. Drawing with dimensions. Product specification sheet(s). Description of materials included in the proposed work. Color sample(s) or chip(s) of all proposed paint colors. □Partial or full demolition is a part of this project. Partial demolition could include scopes such as taking off existing rear porches to create space for a new addition or removing an existing wall or demolishing a roof. If you are taking away pieces of the existing residence, you are likely undergoing some partial demolition. Signature of Owner Date Signed by Christopher Herr on behalf of Katherine Herr ,7(0$77$&+0(17 3DFNHW3J. ITEM 6, ATTACHMENT 2 Packet Pg. 147 ITEM 6, ATTACHMENT 2 Packet Pg. 148 ITEM 6, ATTACHMENT 2 Packet Pg. 149 ITEM 6, ATTACHMENT 2 Packet Pg. 150 ITEM 6, ATTACHMENT 2 Packet Pg. 151 ITEM 6, ATTACHMENT 2 Packet Pg. 152 ITEM 6, ATTACHMENT 2 Packet Pg. 153 ITEM 6, ATTACHMENT 2 Packet Pg. 154 THAT ’S EASY ON THE BUDGET. A MODERN LOOK 100 SERIES 2022 PRODUCT GUIDE FOR PROFESSIONALS ITEM 6, ATTACHMENT 3 Packet Pg. 155 CONTENTS Performance .......................................................................................... 2 Durability ............................................................................................... 3 Fibrex® Material ............................................................................. 4-5 Window & Door Types ................................................................. 6-7 New Construction, Remodeling & Replacement ........................ 9 Exterior & Interior Colors ................................................................ 10 Hardware ........................................................................................... 11 Glass Options ................................................................................... 12 Grille & Insect Screen Options ..................................................... 13 Build Bigger Views ........................................................................... 14 100 SERIES WINDOWS Windows Overview ........................................................................ 15 Casement Windows ................................................................... 18 Awning Windows ........................................................................ 25 Single-Hung Windows .............................................................. 30 Gliding Windows ........................................................................ 52 Picture, Transom & Specialty Windows ................................ 66 100 SERIES PATIO DOORS Patio Doors Overview ..................................................................... 91 Gliding Patio Doors .................................................................... 93 Patio Door Sidelights & Transoms ........................................... 95 Combination Designs ...................................................................... 99 Product Performance .....................................................................102 Installation Accessories & Information ..................................... 109 Sustainability .................................................................................... 112 For warranty information, visit andersenwindows.com/warranty. Lorem ipsum Andersen Corporation, including its subsidiaries, has been named a 2021 ENERGY STAR Partner of the Year – Sustained Excellence Award winner, the highest honor given by ENERGY STAR, for continued leadership in protecting the environment through superior energy efficiency achievements.“ENERGY STAR” is a registered trademark of the U.S. Environmental Protection Agency. CONTENTS Performance .......................................................................................... 2 Durability ............................................................................................... 3 Fibrex® Material ............................................................................. 4-5 Window & Door Types ................................................................. 6-7 New Construction, Remodeling & Replacement ........................ 9 Exterior & Interior Colors ................................................................ 10 Hardware ........................................................................................... 11 Glass Options ................................................................................... 12 Grille & Insect Screen Options ..................................................... 13 Build Bigger Views ........................................................................... 14 100 SERIES WINDOWS Windows Overview ........................................................................ 15 Casement Windows ................................................................... 18 Awning Windows ........................................................................ 25 Single-Hung Windows .............................................................. 30 Gliding Windows ........................................................................ 52 Picture, Transom & Specialty Windows ................................ 66 100 SERIES PATIO DOORS Patio Doors Overview ..................................................................... 91 Gliding Patio Doors .................................................................... 93 Patio Door Sidelights & Transoms ........................................... 95 Combination Designs ...................................................................... 99 Product Performance .....................................................................102 Installation Accessories & Information ..................................... 109 Sustainability .................................................................................... 112 For warranty information, visit andersenwindows.com/warranty. Lorem ipsum Andersen Corporation, including its subsidiaries, has been named a 2021 ENERGY STAR Partner of the Year – Sustained Excellence Award winner, the highest honor given by ENERGY STAR, for continued leadership in protecting the environment through superior energy efficiency achievements.“ENERGY STAR” is a registered trademark of the U.S. Environmental Protection Agency. ITEM 6, ATTACHMENT 3 Packet Pg. 156 1 *2020 Andersen brand surveys of U.S. realtors, contractors and builders. **2020 Andersen brand surveys of U.S. contractors, builders and architects. †See the limited warranty for details. AMERICA’S MOSTLOVED BRAND OF WINDOWS & DOORS.* 100 SERIES PRODUCTS You want to give your customers a home they love, and we’re here to make that easy for you. That’s why we’re proud to offer you products that rate #1 in quality and performance,** and to be the #1 trusted and recommended window and door brand** by pros. The best way to give your customers a modern look that’s within budget and lasts.† The 100 Series product line is made from our proprietary Fibrex® material that’s energy efficient, environmentally responsible and stronger than vinyl. ITEM 6, ATTACHMENT 3 Packet Pg. 157 2 COLORS THAT LAST Durable factory-finished interiors and exteriors never need painting and won’t fade, flake, blister or peel,* even in extreme cold or heat. ENERGY EFFICIENT IN EVERY CLIMATE Energy-efficient 100 Series products are available with options that make them ENERGY STAR® certified throughout the U.S. so they can help reduce heating and cooling bills. Visit andersenwindows.com/energystar for more information and to verify that the product with your glass option is certified in your area. QUALITY SO SOLID, THE WARRANTY IS TRANSFERABLE* Many other window and door warranties end when a home is sold, but our coverage — 20 years on glass, 10 years on non-glass parts — transfers from each owner to the next. 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For more information, visit andersenwindows.com/100series. “ENERGY STAR” is a registered trademark of the U.S. Environmental Protection Agency. SUPERIOR WEATHER RESISTANCE Our weather-resistant construction seals out drafts, wind and water so well that your reputation is protected whatever the weather. ATTRACTIVE CORNER SEAMS Low-visibility corner seams for a cleaner and more modern look. ATTRACTIVE MATTE INTERIORS Premium matte finish isn’t shiny like vinyl and is available in white, Sandtone, dark bronze and black.** EASY TO OPERATE FOR YEARS TO COME All 100 Series products are tested to the extreme to deliver years* of smooth, reliable operation. PG 50 PERFORMANCE 100SHS4066 DPUP +50/-50 (AAMA/WDMA/CSA 101/I.S.2/A440-08 & -11) OPTIONAL PERFORMANCE UPGRADE †† ITEM 6, ATTACHMENT 3 Packet Pg. 158 3 *See the limited warranty for details. **When 100 Series products were tested against five leading competitors’ painted vinyl window products. DURABILITY Think vinyl, only stronger. The proprietary Fibrex® material in our 100 Series products has all the benefits of vinyl while holding up better to weather and wear. This way, your customers’ windows and doors are better protected from warping and cracking, even in tough climates.* The finish on 100 Series products has superior scratch resistance compared to painted vinyl windows** so they’ll look beautiful for years to come. Fibrex material retains its stability and rigidity in all climates, delivering exceptional durability. It makes our 100 Series products rigid and strong so the weathertight seals stay weathertight. 100 Series products can withstand temperatures up to 150◦F, even for dark colors, meaning they won’t warp due to sun exposure. ** 150WITHSTANDS TEMPERATURES ITEM 6, ATTACHMENT 3 Packet Pg. 159 4 *Visit andersenwindows.com/warranty for details. **When tested against five leading competitors’ painted vinyl window products. 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FIBREX® MATERIAL Developed by Andersen, Fibrex material is a revolutionary structural composite material that blends the very best attributes of vinyl and wood. Fibrex material saves on natural resources because it’s composed of 40% reclaimed wood fiber by weight. Special polymer formulations surround and fill each wood fiber, enabling top performance. The result is a material that provides uncommon value and enhances the quality of any project. In use for over two decades in Andersen® products, Fibrex material has proven its strength and durability in all types of climates. ITEM 6, ATTACHMENT 3 Packet Pg. 160 5 400,000 Av e r a g e M o d u l u s Fibrex® Material Vinyl Pine 385,800 STABLE & PREDICTABLE Fibrex ® material is twice as stiff as vinyl. This strength makes it a better choice over time. DURABLE & RELIABLE All materials expand and contract when exposed to extreme temperatures. In these types of conditions, Fibrex material performs twice as well as vinyl, which can bow and crack over time. EXCELLENT INSULATOR The built-in thermal qualities of Fibrex material mean that less heat and cold get transferred through the product into your customers’ homes. As an insulator, it’s on par with vinyl and far superior to aluminum. MOISTURE RESISTANT Because Fibrex material combines wood fiber and a special polymer formula, water has a tough time penetrating. The result is an increased resistance to rot. Thermal Expansion Fibrex® Material 1.0 3.0 2.0 4.0 0 Vinyl Pine Aluminum 1.57 3.42 1.18.25In / I n ° F x 1 0 -5 Thermal Conductivity Fibrex® Material 0.3 0.9 0.6 1.2 0 Vinyl Pine Aluminum .13 .10 .07 92.00 BT U / h r . f t . ° F Decay of Materials Fibrex® Material 10 30 20 40 50 0 Vinyl Treated Pine Untreated Pine 0%10%0% 50% % W e i g h t L o s s D u e t o D e c a y HEAT RESISTANT Fibrex material can withstand temperatures in excess of 150°F, even for dark colors, making it a great fit for your projects in hot climates. 800,000 1,200,000 Stiffness 807,600 1,213,000 ITEM 6, ATTACHMENT 3 Packet Pg. 161 6 WINDOW & DOOR TYPES Available in custom sizes to fit all projects. GLIDING WINDOWS Gliding windows have one stationary sash and one operating sash that glides horizontally. A three-sash configuration, where two sash glide past a fixed center sash, is also available. CASEMENT & AWNING WINDOWS Casement windows are hinged on the side and open outward to the left or right, while awning windows are hinged at the top and open outward. Both are also available as non-operating stationary windows. SINGLE-HUNG WINDOWS Single-hung windows feature a fixed upper sash with an operable lower sash that slides up and down. For convenience, the hardware locks automatically when the window is closed. An arch single-hung is also available to add architectural interest. Picture With Flanking Casements Twin Casement Gliding Stationary-Active Gliding Active-Stationary Gliding Active-Stationary-Active, 1:1:1 Sash Ratio Gliding Active-Stationary-Active, 1:2:1 Sash Ratio Arch Single-HungTwin Single-Hung Picture With Flanking Single-Hungs ITEM 6, ATTACHMENT 3 Packet Pg. 162 7 GLIDING PATIO DOORS Patio doors feature one stationary panel and one operating panel that glides smoothly on adjustable rollers. They feature a multi-point locking system for enhanced security and an optional exterior keyed lock for convenience. Sidelights and transoms are also available. PICTURE, TRANSOM & SPECIALTY WINDOWS Choose from a variety of shapes to make a signature statement or provide a delicate lighting accent. Shapes include picture, transom, half circle, quarter circle, circle, Springline™ and arch windows. Custom shapes are also available, including unequal leg arch, trapezoid, pentagon, octagon and triangle windows. ITEM 6, ATTACHMENT 3 Packet Pg. 163 8 FIBREX® MATERIAL STRONG ON PERFORMANCE. ITEM 6, ATTACHMENT 3 Packet Pg. 164 9 Dimensions in parenthesis are in millimeters. Insert1-3/8" Flange Setback NO Flange1" Flange Setback No Flange Insert FRAME TYPES: 13/8" Flange Setback or 1" Flange Setback With Stucco Key For new construction, both frames have an integral installation flange that makes installation into a new opening easy and helps make sure the windows and doors are weathertight. For stucco exteriors, choose the frame with the stucco key to eliminate gaps that can result from the natural contraction of exterior stucco. REMODELING & REPLACEMENT Whether you're adding or updating, Andersen® 100 Series windows and patio doors enhance any project with a variety of styles, shapes and colors, with custom sizing in 1/8" (3) increments. The no-flange frame options include pre-drilled, through-the-jamb installation holes and installation screws to save you time. FRAME TYPES: No Flange or Insert The no flange frame allows for full removal of an existing window in situations where the frame is rotten or damaged. The no flange window is then installed into the existing rough opening. The insert frame provides fast and easy window replacement when installing the window into an existing window frame without disturbing the interior or exterior trim, saving time and money. The exterior accessory kerf allows for convenient finishing of the window. An exterior sill extender is available to fill the gap at the sill. Exterior frame extenders and a head expander are also available. • 3 1/8" (79) uniform sight lines allow for easy specification. • An extension jamb attachment flange is available for easy application of extension jambs on the job site. • Single-hung drywall pass-through windows have an upper sash that can be easily removed on the job site after the window is installed. With both sash removed, drywall can easily fit through upper floor windows. Single-Hung Gliding Casement 3 1/8" NEW CONSTRUCTION You’ll find a 100 Series window or door to match any project from commercial to residential — no matter the location. And with uniform sight lines, it's easy to specify 100 Series products for the entire project. 1 3/8" (35) Flange Setback 1" (25) Flange Setback With Stucco Key Insert1-3/8" Flange Setback NO Flange1" Flange Setback 1 3/8" (35) 1-3/8" Flange Setback 1" Flange Setback Stucco Key 1" (25) No Installation Flange Insert1-3/8" Flange Setback NO Flange1" Flange Setback Sill Extender Accessory Kerf ITEM 6, ATTACHMENT 3 Packet Pg. 165 10 *Products with Sandtone, dark bronze and black interiors have matching exteriors. Printing limitations prevent exact duplication of colors. See your Andersen supplier for actual color samples. Dark Bronze *Dark Bronze* Black *Black* TerratoneSandtone *Sandtone* White White EXTERIOR COLORS INTERIOR COLORS EXTERIOR & INTERIOR COLORS 100 Series windows and patio doors come in five exterior colors, including dark bronze and black – colors that are darker and richer than those of most vinyl windows. The interiors feature a premium matte finish for an attractive appearance. ITEM 6, ATTACHMENT 3 Packet Pg. 166 11 Printing limitations prevent exact replication of colors and finishes. See your Andersen supplier for actual color and finish samples. HARDWARE Casement & Awning Windows Folding handles avoid interference with window treatments. Antique Brass | Black | Dark Bronze Sandtone | Satin Nickel | White Antique Brass | Black Bright Brass | Satin Nickel Exterior handle matches the door’s exterior color. Interior handle matches the door’s interior color. Dark bronze exterior and white interior shown. Optional auxiliary foot lock is available to secure the gliding panel and provides an extra measure of security when the door is in a locked position. See page 92. Exterior Interior Exterior TULSA AFTON Interior Standard Handle Optional Handle Bold name denotes finish shown. Single-Hung & Gliding Windows Antique Brass | Black | Dark Bronze Sandtone | Satin Nickel | White Hardware color matches the window’s interior color. Shown in white. Standard Lock Optional Lift/Pull Optional Metal Slim Line Lock Bold name denotes finish shown. Both lock styles automatically engage when window is closed. Gliding Patio Doors ITEM 6, ATTACHMENT 3 Packet Pg. 167 12 Center of glass performance only. Ratings based on glass options as of January 2022. Visit andersenwindows.com/energystar for ENERGY STAR map and NFRC total unit performance data. “ENERGY STAR” is a registered trademark of the U.S. Environmental Protection Agency. Stainless Steel GLASS OPTIONS Andersen has the glass you need to get the performance you want, with options for every climate, project and customer. Check with your supplier for the selections that meet ENERGY STAR® requirements in your area. For more details on our glass options, visit andersenwindows.com/glass. HEATLOCK TECHNOLOGY Applied to the room-side glass surface, HeatLock coating reflects heat back into the home for improved performance. ADDITIONAL GLASS OPTIONS Tempered safety glass is standard on patio doors and required for larger window sizes. Patterned glass lets in light while obscuring vision and adds a unique, decorative touch. Cascade and Reed patterns can be ordered with either a vertical or horizontal orientation. TIME-SAVING FILM We protect our products during delivery and construction with translucent film on the glass that peels away for a virtually spotless window. Cascade ObscureFern Reed Satin Etch Black ENERGY LIGHT How well a product blocks heat caused by sunlight. Visible Light Transmittance How much visible light comes through a product. UV Protection How well a product blocks ultraviolet rays.GLASS How well a product prevents heat from escaping. Solar Heat Gain CoefficientU-Factor lllm lmmm llmm lmmm lllm llmm lllm llll lmmm lllm llmm llmm lmmm mmmm llll mmmmHigh visibility with basic thermal performance. Ideal for northern, passive solar construction applications where solar heat gain is desired. Applied to the room-side surface, it reflects heat back into the home and improves U-Factor values. Outstanding thermal control in southern climates where less solar heat gain is desired. Applied to the room-side surface, it reflects heat back into the home and improves U-Factor values. PassiveSun with HeatLock Coating Clear Dual-Pane PassiveSun® Sun lllm llll llmm llll lllm llll llmm llll Applied to the room-side surface, it reflects heat back into the home and improves U-Factor values. Thermal control similar to tinted glass, with visible light transmittance similar to Low-E glass. SmartSun with HeatLock® Coating SmartSun™ Low-E with HeatLock Coating Low-E Outstanding overall performance for climates where both heating and cooling costs are a concern. lllm lllm llmm lllm lllm lllm lllm lllm GLASS SPACER OPTIONS In addition to stainless steel glass spacers, black glass spacers are now available as a standard offering to provide another way to customize project designs and achieve a contemporary style. Black glass spacers blend in with the color of the window or door for a sleek design, or serve as a shadow line. Add full divided light grilles, and the grille spacer bar between the glass will match the selected glass spacer color. ,7(0$77$&+0(17 3DFNHW3J 13 *Specify number of same-size rectangles across or down. Dimensions in parentheses are in millimeters. GRILLE OPTIONS Grilles for Andersen® 100 Series windows and patio doors are available in a wide variety of patterns to complement virtually any style of home. Plus, they have options for easy cleaning and architectural authenticity many vinyl windows can’t match. FULL DIVIDED LIGHT Permanently applied to the exterior and interior of the window, with a spacer between the glass. SIMULATED DIVIDED LIGHT Permanently applied to the exterior and interior of the window, with no spacer between the glass. FINELIGHT™ GRILLES BETWEEN-THE-GLASS Make glass easy to clean and have an elegant, sculpted profile. Choose a two-sided color scheme to match both the interior and exterior of the window or patio door. Also available with exterior grilles to provide architectural style and detail. Permanent exterior and permanent interior grilles with spacer Permanent exterior and permanent interior grilles with no spacer Finelight grilles- between-the-glass Finelight grilles- between-the-glass with permanent exterior grilles To see all of the standard patterns available for a specific window or door, refer to the detailed product sections in this product guide or contact your Andersen supplier. Prairie A Colonial Tall Fractional Short Fractional Specified Equal Light* Grille Patterns Custom Grille Bar Widths A 2 1/4" (57) width profile is available for most units to simulate a meeting rail or a multi-unit combination, such as a transom over a window or patio door. 3/4" (19) width grille bar for windows. 1" (25) width grille bar for patio doors. 1” Doors 3/4” Windows 2 1/4” Full Divided Light Grille Simulated Check Rail Casement Only 2 1/4” Simulated Divided Light Simulated Check Rail Casement Only 2 1/4” Simulated Check Rail 1” Doors 3/4” Windows 2 1/4” Full Divided Light Grille Simulated Check Rail Casement Only 2 1/4” Simulated Divided Light Simulated Check Rail Casement Only 2 1/4” Simulated Check Rail Actual width shown. 1” Doors 3/4” Windows 2 1/4” Full Divided Light Grille Simulated Check Rail Casement Only 2 1/4” Simulated Divided Light Simulated Check Rail Casement Only 2 1/4” Simulated Check Rail INSECT SCREEN OPTIONS Insect screens for venting windows have a fiberglass screen mesh. Optional TruScene® insect screens are made with a micro-fine stainless steel mesh, providing 50% greater clarity than our conventional insect screens. Insect screen frames for casement and awning windows are color matched to the product interior and for single-hung and gliding windows are matched to the product exterior. Gliding insect screens for 2-panel gliding patio doors have a fiberglass screen mesh. Insect screen frames for doors are color matched to the product exterior. ITEM 6, ATTACHMENT 3 Packet Pg. 169 14 *69% of 156 builders/general contractors in a 2018 survey said they could reduce the number of installers by half using the Easy Connect Joining System when comparing the installation of a 12' (3658) wide x 8' (2438) high pre-assembled window combination unit with four 3' (914) wide x 8' (2438) high window combination units. **When installed according to Andersen installation instructions. Dimensions in parentheses are in millimeters. AN EASIER WAY TO BUILD BIGGER VIEWS Our unique reinforced joining systems make it easier for you to design and install large window combinations in your projects. These systems use strong, fiberglass construction and can be joined at our factory, on the job site, or even within a rough opening — wherever works best for you. This way you can easily and confidently build bigger views for your customers. Non-reinforced joining options include factory-joined combinations or field joining kits. For more information, visit andersenwindows.com/joining. A B C D 1 2 3 4 A B C D E F G H 1 2 3 4 A B C D E F G H 1 2 3 4 1 2 A B E F 3 4 C D G H 1 2 3 4 Innovative patented reinforced joining system utilizes 5 1/8" (130) interlocking fiberglass joining plates. A 1 E B 2 F C 3 G D 4 H 1 2 3 4 A B C D E F G H 1 2 3 4 A B C D E F G H 1 2 3 4 1 2 A B E F 3 4 C D G H 1 2 3 4 Reinforced Easy Connect Joining System Receive lighter, easier-to-handle, pre-assembled smaller combinations that join as you install them into the rough opening, making it easier to install large combinations. In fact, most contractors surveyed said they could reduce the number of installers by 50% using the Andersen Easy Connect Joining System.* Reinforced Factory-Joined Combinations Eliminate the need for job site assembly and receive fully joined, factory-assembled window combinations to fit rough openings up to 12' (3658) x 8' (2438) or 8' (2438) x 12' (3658). Appearance of a reinforced join. Appearance of a non-reinforced join. ASSEMBLY READY TO INSTALL NUMBER OF INSTALLERS* HALLMARK CERTIFIED** TESTED TO AAMA 450 PERFORMANCE COMBINATION SIZE LIMITATIONS REINFORCED FACTORY-JOINED COMBINATIONS FACTORY l MORE l l EXTENSIVE UNIT COMBINATION SIZE OPTIONS AVAILABLE CERTIFIED TO PG50** MAX. JOIN LENGTH: 12' MAX. JOINED COMBINATION: 12' x 8' or 8' x 12' 96 sq. ft. or 8.92 m2 REINFORCED JOINING KITS JOB SITE MORE l l EXTENSIVE UNIT COMBINATION SIZE OPTIONS AVAILABLE CERTIFIED TO PG50** MAX. JOIN LENGTH: 12' MAX. JOINED COMBINATION: 16' x 9' or 12' x 12' 144 sq. ft. or 13.34 m2 REINFORCED FACTORY-PREPPED EASY CONNECT JOINING SYSTEM IN THE OPENING l FEWER l l EXTENSIVE UNIT COMBINATION SIZE OPTIONS AVAILABLE CERTIFIED TO PG50** MAX. JOIN LENGTH: 12' MAX. JOINED COMBINATION HEIGHT: 16' NO MAXIMUM WIDTH NON-REINFORCED FACTORY-JOINED COMBINATIONS FACTORY l MORE l l EXTENSIVE UNIT COMBINATION SIZE OPTIONS AVAILABLE CERTIFIED UP TO PG50** MAX. JOIN LENGTH: 8' MAX. JOINED COMBINATION: 12' x 8' or 8' x 12' 96 sq. ft. or 8.92 m2 NON-REINFORCED JOINING KITS JOB SITE MORE l l EXTENSIVE UNIT COMBINATION SIZE OPTIONS AVAILABLE CERTIFIED UP TO PG50** MAX. JOIN LENGTH: 8' MAX. JOINED COMBINATION: 12' x 8' or 8' x 12' 96 sq. ft. or 8.92 m2 Reinforced & Non-Reinforced Interiors ,7(0$77$&+0(17 3DFNHW3J Dimensions in parentheses are in millimeters. Casement Tables of Sizes ..................................... 18-20 Specifications ....................................... 21-2 2 Grille Patterns ............................................. 22 Window Details ................................... 23-24 Awning Tables of Sizes .................................... 25-26 Specifications ............................................. 27 Grille Patterns ............................................. 26 Window Details .................................. 28-29 Single-Hung Tables of Sizes .................................... 30-47 Specifications .......... 31, 33, 39, 41, 43, 45 Grille Patterns ............................................. 47 Window Details .................................. 48-51 Gliding Tables of Sizes ..................................... 52-57 Specifications ...................................... 58-63 Grille Patterns ............................................. 63 Window Details .................................. 64-65 Picture, Transom & Specialty Tables of Sizes ...................... 66-73, 76-79 Specifications ............................... 68-71, 80 Custom Shapes .....................................74-7 5 Grille Patterns ............................................. 77 Window Details ................................... 81-8 3 Joining Details ........................................... 84-87 Custom Sizes ............................................ 88-90 Combination Designs ..................................... 99 Product Performance .................................... 102 WINDOWS CUSTOM SIZING in 1⁄8" (3) increments 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 171 *Visit andersenwindows.com/warranty for details. **Products with Sandtone, dark bronze and black interiors have matching exteriors. Dimensions in parentheses are in millimeters. Printing limitations prevent exact duplications of colors. See your Andersen supplier for actual color samples. FRAME Four frame options include: • 1 3 ⁄8" (35) flange setback for siding applications. An integral rigid vinyl flange helps seal the unit to the structure. • 1" (25) flange setback with stucco key. An integral rigid vinyl flange helps seal the unit to the structure. • No-flange option for window replacement in an existing framed opening. • Insert option for window replacement in an existing window frame. GLASS High-Performance options include: • Low-E SmartSun™ glass • Low-E SmartSun HeatLock® glass • Low-E glass • Low-E HeatLock glass • Low-E Sun glass • Low-E PassiveSun® glass • Low-E PassiveSun HeatLock glass • Clear Dual-Pane glass Tempered laminated and other glass options are available. Contact your Andersen supplier. A removable translucent film helps shield the glass from damage during delivery and construction, and simplifies finishing at the job site. Patterned Glass Patterned glass options are available. See page 12 for more details. Glass Spacers Glass spacers are now available in black, in addition to stainless steel, to provide more ways to customize project designs and achieve a contemporary look. (E-Series window is shown above.) Performance Grade (PG) Upgrades Optional performance grade upgrades are available for select sizes allowing units to achieve PG50. Performance Grade (PG) ratings are more comprehensive than Design Pressure (DP) ratings for measuring product performance. Choosing the PG50 upgrade doesn’t change the appearance of the unit. Sandtone** Dark **Bronze** White Black** INTERIOR COLORS Sandtone Terratone FEATURES CASEMENT & AWNING SINGLE-HUNG COMMON FEATURES Dark Bronze COLOR OPTIONS White Black EXTERIOR COLORS A B C D F G E I A B D E F G HC FRAME A The frame is constructed with Fibrex® composite material. This construction produces a rigid frame. B Durable, low-maintenance finish won’t fade, flake, blister or peel.* Concealed receiving brackets mounted on the hinge side of the frame keep the sash tightly secured within the window frame when closed. C Four frame options are available. See “Common Features” for details. SASH D Fibrex material construction provides long-lasting performance.* The sash, finished with a durable capping, provides maximum protection and a matte, low-maintenance finish. E The dual weatherstrip system combines both an exterior watershed design and a bulb weatherstrip seal between the sash and frame. The result is a long-lasting,* energy-efficient barrier against wind, water and dust. GLASS F A glazing bead and silicone provide superior weathertightness and durability. G See “Common Features” for details. HARDWARE Sash operator provides almost effortless opening and closing, regardless of window size. Long-lasting stainless steel hinge channels are used at the head and sill to provide easy operation. Single-Action Casement Lock A single-action lock easily releases all concealed locking points on the casement sash. The color or finish of the lock hardware matches the handle. Awning Sash Locks Awning sash locks provide an added measure of security and weathertightness. Awning hardware style and color options are compatible with 100 Series casement windows to ensure a consistent appearance when used in combination designs. FRAME A The frame is constructed with Fibrex composite material. This construction produces a rigid frame. B A durable, side-loaded balancer provides for easy sash opening and closing. The lower sash can be removed without the use of tools. C Durable, low-maintenance finish won’t fade, flake, blister or peel.* D Four frame options are available. See “Common Features” for details. E Weep holes are located on the exterior nose of the sill for proper water management. SASH The lower sash has a meeting rail cover with a unique raised profile design, allowing the sash to be opened and closed easily. F Fibrex material construction provides long-lasting performance.* The sash, finished with a durable capping, provides maximum protection and a matte, low-maintenance finish. G Dual felt weatherstrip provides a long-lasting,* energy-efficient barrier against wind, water and dust. GLASS H A glazing bead and silicone provide superior weathertightness and durability. I See “Common Features” for details. HARDWARE Sash Lock The sash lock engages automatically when the lower sash is closed. The standard sash lock matches the window’s interior color. ADDITIONAL SASH & SHAPE OPTIONS Reverse Cottage Sash Arch Single-Hung Black glass spacer 16 WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 172 Dimensions in parentheses are in millimeters. Printing limitations prevent exact replication of colors and finishes. See your Andersen supplier for actual color and finish samples. *Visit andersenwindows.com/warranty for details. **TruScene insect screens let in over 25% more fresh air than standard Andersen fiberglass insect screens. Sandtone FRAME A The frame is constructed with Fibrex ® composite material. This construction produces a rigid frame. B Durable, low-maintenance finish won’t fade, flake, blister or peel.* C Four frame options are available. See “Common Features” for details. SASH The operating sash has a meeting stile cover with a unique raised profile design, allowing the sash to be opened and closed easily. D Fibrex material construction provides long-lasting performance.* The sash, finished with a durable capping, provides maximum protection and a matte, low-maintenance finish. E Dual felt weatherstrip provides a long-lasting,* energy-efficient barrier against wind, water and dust. F Operating sash has four metal rollers mounted at the bottom for easy, smooth travel over the sill. GLASS G A glazing bead and silicone provide superior weathertightness and durability. H See “Common Features” for details. HARDWARE Sash Lock The sash lock engages automatically when the operable sash is closed. The standard sash lock matches the window’s interior color. FRAME A The frame is constructed with Fibrex composite material. This construction produces a rigid frame. B Durable, low-maintenance finish won’t fade, flake, blister or peel.* C Four frame options are available. See “Common Features” for details. GLASS D A glazing bead and silicone provide superior weathertightness and durability. E See “Common Features” for details. SHAPES Along with rectangular windows, half circle, quarter circle, circle, Springline™ and arch windows are available in both standard and custom sizes. Custom windows are also available in unequal leg arch, trapezoid, pentagon, octagon and triangle shapes. GLIDING HARDWARE PICTURE, TRANSOM & SPECIALTY ACCESSORIES Sold Separately Single-Hung & Gliding Antique Brass | Black | Dark Bronze Sandtone | Satin Nickel | White Casement & Awning Standard Lock Optional Lift/Pull Hardware color matches the window’s interior color. Bold name denotes color or finish shown. Antique Brass | Black Dark Bronze | Sandtone Satin Nickel | White Folding handles avoid interference with window treatments. Antique Brass Dark Bronze Black Satin Nickel White HARDWARE FINISHES HARDWARE Window Opening Control Device A window opening control device is available for casement, single-hung and gliding windows, which limits sash travel to less than 4" (102) when the window is first opened. Available factory applied, or as a field-applied kit in stone, white and black. Vent Limiter for Awning Windows A vent limiter is available for awning windows, which prevents opening the sash more than 4" (102). Available factory applied or as a field-applied kit. GRILLES Grilles are available in a variety of configurations. See page 13 for details. INSECT SCREENS Conventional Insect Screens Insect screens have charcoal gray fiberglass screen mesh. For casement and awning windows, frames are color matched to the product interior. For single-hung and gliding windows, stainless steel springs hold the insect screen tightly to the window frame, and their frames are available in colors to match the product exterior. TruScene® Insect Screens Andersen® TruScene insect screens let in over 25% more fresh air** and provide 50% greater clarity than conventional Andersen insect screens, all while keeping out unwanted small insects. For casement and awning windows, the frame color matches the product interior. For single-hung and gliding windows, the frame color matches the product exterior. A C D E F G H B A B C E D Optional Slim Line Metal Lock 17 10 0 S e r i e s W i n d o w Ov e r v i e w 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 173 • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. ◊ Meetss or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). See table on page 21. Choose left, right or stationary as viewed from the exterior. Right venting shown in table. Details shown on pages 23-24. Grille patterns shown on page 22. Custom-size windows are available in 1 ⁄8" (3) increments. See page 88 for custom sizes and specifications. 2620 302016202020 2626 302616262026 2630 303016302030 2636 303616362036 2640 304016402040 2646 304616462046 2650 30501650 2050 2656 305616562056 2660 30601660 2060 Window Dimension Unobstructed Glass Minimum Rough Opening Table of Casement Window Sizes Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 CU S T O M H E I G H T S — 23 1 ⁄ 2" t o 71 1 ⁄ 2" CUSTOM WIDTHS — 17 1 ⁄2" to 35 1 ⁄2" 2'-5 1/2" 2'-6" 23 1/4" 29 1/4" 2'-11 1/2" 3'-0" 11 1/4" 1'-5 1/2" 1'-6" 17 1/4" 1'-11 1/2" 2'-0" 17 1/4" 2' - 0 " 2' - 1 1 1/2" 3' - 0 " 29 1/4" 2' - 6 " 2' - 5 1/2" 23 1/4" 3' - 5 1/2" 3' - 6 " 35 1/4" 3' - 1 1 1/2" 4' - 0 " 41 1/4" 4' - 5 1/2" 4' - 6 " 47 1/4" 4' - 1 1 1/2" 5' - 0 " 53 1/4" 5' - 5 1/2" 5' - 6 " 59 1/4" 5' - 1 1 1/2" 6' - 0 " 65 1/4" 1' - 1 1 1/2" (749) (762) (591) (902) (914) (743) (445) (457) (286) (597) (610) (438) (59 7 ) (61 0 ) (43 8 ) (7 4 9 ) (76 2 ) (59 1 ) (90 2 ) (91 4 ) (74 3 ) (16 6 4 ) (16 7 6 ) (15 0 5 ) (18 1 6 ) (18 2 9 ) (16 5 7 ) (12 0 7 ) (12 1 9 ) (10 4 8 ) (13 5 9 ) (12 0 0 ) (15 1 1 ) (15 2 4 ) (13 5 3 ) (13 7 2 ) (10 5 4 ) (10 6 7 ) (89 5 )Left Right StationaryLeftRightStationary 18 CASEMENT & AWNING WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 174 Custom-size windows are available in 1 ⁄8" (3) increments. See page 88 for custom sizes and specifications. Choose left, right or stationary as viewed from the exterior. In addition to venting shown, other standard configurations are available. Windows have one continuous outer frame. Twin transoms are also shown. See pages 70-71 for more information. Details shown on pages 23-24. Grille patterns shown on page 22. • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. ◊ Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). See table on pages 21-22. 2020-21620-2 1920-2 2026-21626-2 1926-2 2030-21630-2 1930-2 2036-21636-2 1936-2 2040-21640-2 1940-2 2046-21646-2 1946-2 2050-21650-2 1950-2 2056-21656-2 1956-2 2060-2 2320-2 2620-2 2920-2 2326-2 2626-2 2926-2 2330-2 2630-2 2930-2 2336-2 2636-2 2936-2 2340-2 2640-2 2940-2 2346-2 2646-2 2946-2 2350-2 2650-2 2950-2 2356-2 2656-2 2956-2 2360-2 2660-2 2960-21660-2 1960-2 2010-2 2310-2 2610-2 2910-21610-2 1910-2 2016-2 2316-2 2616-2 2916-21916-2 2020-2 2320-2 2620-2 2920-21620-2 1920-2 3020-2 3026-2 3030-2 3036-2 3040-2 3046-2 3050-2 3056-2 3060-2 3010-2 3016-2 3020-2 1616-2 Window Dimension Unobstructed Glass (width of single sash) Minimum Rough Opening Table of Twin Casement Window Sizes Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 CUSTOM WIDTHS — 35 1 ⁄2" to 71 1 ⁄2" CU S T O M H E I G H T S — 23 1 ⁄ 2" t o 71 1 ⁄ 2" 11 1/4" 2'-11 1/2" 3'-0" 17 1/4" 3'-11 1/2" 4'-0" 14 1/4" 3'-5 1/2" 3'-6" 4'-5 1/2" 4'-6" 20 1/4"23 1/4" 4'-11 1/2" 5'-0" 26 1/4" 5'-5 1/2" 5'-6"6'-0" 5'-11 1/2" 29 1/4" 2' - 1 1 1/2" 3' - 0 " 29 1/4" 2' - 6 " 2' - 5 1/2" 23 1/4" 17 1/4" 1' - 1 1 1/2" 2' - 0 " 3' - 5 1/2" 3' - 6 " 35 1/4" 3' - 1 1 1/2" 4' - 0 " 41 1/4" 4' - 5 1/2" 4' - 6 " 47 1/4" 4' - 1 1 1/2" 5' - 0 " 53 1/4" 5' - 5 1/2" 5' - 6 " 59 1/4" 5' - 1 1 1/2" 6' - 0 " 65 1/4" 11 1/4" 1' - 5 1/2" 1' - 6 " 5 1/4" 11 1/2" 1' - 0 " 17 1/4" 1' - 1 1 1/2" 2' - 0 " (902) (914) (286) (1207) (1219) (438) (1054) (1067) (362) (1359) (1372) (514) (1511) (1524) (591) (1664) (1676) (667) (1816) (1829) (743) (7 4 9 ) (76 2 ) (59 1 ) (90 2 ) (91 4 ) (74 3 ) (59 7 ) (61 0 ) (43 8 ) (16 6 4 ) (16 7 6 ) (15 0 5 ) (18 1 6 ) (18 2 9 ) (16 5 7 ) (12 0 7 ) (12 1 9 ) (10 4 8 ) (13 5 9 ) (12 0 0 ) (15 1 1 ) (15 2 4 ) (13 5 3 ) (13 7 2 ) (10 5 4 ) (10 6 7 ) (89 5 ) (44 5 ) (45 7 ) (28 6 ) (29 2 ) (30 5 ) (13 3 ) (59 7 ) (61 0 ) (43 8 ) 19 10 0 S e r i e s C a s e m e n t & A w n i n g W i n d o w s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 175 • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. ◊ Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). Choose left, right or stationary as viewed from the exterior. In addition to venting shown, other standard configurations are available. Windows have one continuous outer frame. Transoms are also shown. See pages 70-71 for more information. Details shown on pages 23-24. Grille patterns shown on page 22. 26-5020-2616-3020-16 20-4020-20 26-5026-2616-3026-16 20-4026-20 26-5030-2616-3030-16 20-4030-20 26-5036-2616-3036-16 20-4036-20 26-5040-2616-3040-16 20-4040-20 26-5046-2616-3046-16 20-4046-20 26-5050-2616-3050-16 20-4050-20 26-5056-2616-3056-16 20-4056-20 26-5060-26 30-6020-30 30-6026-30 30-6030-30 30-6036-30 30-6040-30 30-6046-30 30-6050-30 30-6056-30 30-6060-3016-3060-16 20-4060-20 26-5010-26 30-6010-3016-3010-16 20-4010-20 26-5016-26 30-6016-3016-3016-16 20-4016-20 26-5020-26 30-6020-3016-3020-16 20-4020-20 Window Dimension Minimum Rough Opening Table of Sizes – Picture Window With Flanking Casements Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 Unobstructed Glass (width of center sash) 2' - 1 1 1/2" 3' - 0 " 29 1/4" 2' - 6 " 2' - 5 1/2" 23 1/4" 17 1/4" 1' - 1 1 1/2" 2' - 0 " 3' - 5 1/2" 3' - 6 " 35 1/4" 3' - 1 1 1/2" 4' - 0 " 41 1/4" 4' - 5 1/2" 4' - 6 " 47 1/4" 4' - 1 1 1/2" 5' - 0 " 53 1/4" 5' - 5 1/2" 5' - 6 " 59 1/4" 5' - 1 1 1/2" 6' - 0 " 65 1/4" 11 1/4" 1' - 5 1/2" 1' - 6 " 5 1/4" 11 1/2" 1' - 0 " 17 1/4" 1' - 1 1 1/2" 2' - 0 " 6'-0" 5'-11 1/2" 29 1/4"41 1/4" 7'-11 1/2" 8'-0" 65 1/4" 11'-11 1/2" 12'-0" 53 1/4" 9'-11 1/2" 10'-0" 17 1/4"Unobstructed Glass (width of single anking sash) 11 1/4"23 1/4"29 1/4" (7 4 9 ) (76 2 ) (59 1 ) (90 2 ) (91 4 ) (74 3 ) (59 7 ) (61 0 ) (43 8 ) (16 6 4 ) (16 7 6 ) (15 0 5 ) (18 1 6 ) (18 2 9 ) (16 5 7 ) (12 0 7 ) (12 1 9 ) (10 4 8 ) (13 5 9 ) (12 0 0 ) (15 1 1 ) (15 2 4 ) (13 5 3 ) (13 7 2 ) (10 5 4 ) (10 6 7 ) (89 5 ) (44 5 ) (45 7 ) (28 6 ) (29 2 ) (30 5 ) (13 3 ) (59 7 ) (61 0 ) (43 8 ) (1816) (1829) (743) (2426) (2438) (1048) (3645) (3658) (1657) (3035) (3048) (1353) (438)(286)(591)(743) 20 CASEMENT & AWNING WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 176 Casement Window Opening and Area Specifications Window Number Clear Opening Area Sq. Ft./(m2) Clear Opening in Full Open Position Glass Area Sq. Ft./(m2) Vent Area Sq. Ft./(m2) Top of Subfloor to Top of Inside Sill Stop Inches/(mm) Overall Window Area Sq. Ft./(m2) Hinge TypeWidth Inches/(mm) Height Inches/(mm) 1620 0.67 (0.06) 5 3/8" (137) 17 13/16" (452) 1.35 (0.13) 1.46 (0.14) 61 9/16" (1564) 2.86 (0.27) wash mode 1626 0.89 (0.08) 5 3/8" (137) 23 13/16" (605) 1.82 (0.17) 1.95 (0.18) 55 9/16" (1411) 3.59 (0.33) wash mode 1630 1.12 (0.10) 5 3/8" (137) 29 13/16" (757) 2.29 (0.21) 2.44 (0.23) 49 9/16" (1259) 4.31 (0.40) wash mode 1636 1.34 (0.12) 5 3/8" (137) 35 13/16" (909) 2.75 (0.26) 2.94 (0.27) 43 9/16" (1106) 5.04 (0.47) wash mode 1640 1.57 (0.15) 5 3/8" (137) 41 13/16" (1062) 3.22 (0.30) 3.43 (0.32) 37 9/16" (954) 5.77 (0.54) wash mode 1646 1.79 (0.17) 5 3/8" (137) 47 13/16" (1214) 3.69 (0.34) 3.92 (0.36) 31 9/16" (802) 6.50 (0.60) wash mode 1650 2.02 (0.19) 5 3/8" (137) 53 13/16" (1367) 4.16 (0.39) 4.41 (0.41) 25 9/16" (649) 7.23 (0.67) wash mode 1656 2.24 (0.21) 5 3/8" (137) 59 13/16" (1519) 4.63 (0.43) 4.90 (0.46) 19 9/16" (497) 7.96 (0.74) wash mode 1660 2.47 (0.23) 5 3/8" (137) 65 13/16" (1671) 5.10 (0.47) 5.40 (0.50) 13 9/16" (344) 8.69 (0.81) wash mode 2020 1.41 (0.13) 11 3/8" (289) 17 13/16" (452) 2.07 (0.19) 2.20 (0.20) 61 9/16" (1564) 3.84 (0.36) wash mode 2026 1.88 (0.18) 11 3/8" (289) 23 13/16" (605) 2.79 (0.26) 2.94 (0.27) 55 9/16" (1411) 4.81 (0.45) wash mode 2030 2.36 (0.22) 11 3/8" (289) 29 13/16" (757) 3.50 (0.33) 3.69 (0.34) 49 9/16" (1259) 5.79 (0.54) wash mode 2036 2.83 (0.26) 11 3/8" (289) 35 13/16" (909) 4.22 (0.39) 4.43 (0.41) 43 9/16" (1106) 6.77 (0.63) wash mode 2040 3.31 (0.31) 11 3/8" (289) 41 13/16" (1062) 4.94 (0.46) 5.17 (0.48) 37 9/16" (954) 7.75 (0.72) wash mode 2046 3.78 (0.35) 11 3/8" (289) 47 13/16" (1214) 5.66 (0.53) 5.91 (0.55) 31 9/16" (802) 8.73 (0.81) wash mode 2050 4.26 (0.40) 11 3/8" (289) 53 13/16" (1367) 6.38 (0.59) 6.65 (0.62) 25 9/16" (649) 9.71 (0.90) wash mode 2056 4.73 (0.44) 11 3/8" (289) 59 13/16" (1519) 7.10 (0.66) 7.40 (0.69) 19 9/16" (497) 10.69 (0.99) wash mode 2060 5.21 (0.48) 11 3/8" (289) 65 13/16" (1671) 7.82 (0.73) 8.14 (0.76) 13 9/16" (344) 11.67 (1.08) wash mode 2620 2.15 (0.20) 17 3/8" (442) 17 13/16" (452) 2.79 (0.26) 2.94 (0.27) 61 9/16" (1564) 4.81 (0.45) wash mode 2626 2.88 (0.27) 17 3/8" (442) 23 13/16" (605) 3.75 (0.35) 3.94 (0.37) 55 9/16" (1411) 6.04 (0.56) wash mode 2630 3.60 (0.33) 17 3/8" (442) 29 13/16" (757) 4.72 (0.44) 4.93 (0.46) 49 9/16" (1259) 7.27 (0.68) wash mode 2636 4.33 (0.40) 17 3/8" (442) 35 13/16" (909) 5.69 (0.53) 5.92 (0.55) 43 9/16" (1106) 8.50 (0.79) wash mode 2640 ◊6.30 (0.59) 21 11/16" (551) 41 13/16" (1062) 6.66 (0.62) 6.91 (0.64) 37 9/16" (954) 9.73 (0.90) widest clear opening 2646 ◊7.21 (0.67) 21 11/16" (551) 47 13/16" (1214) 7.63 (0.71) 7.90 (0.73) 31 9/16" (802) 10.96 (1.02) widest clear opening 2650 ◊8.11 (0.75) 21 11/16" (551) 53 13/16" (1367) 8.60 (0.80) 8.90 (0.83) 25 9/16" (649) 12.19 (1.13) widest clear opening 2656 ◊9.02 (0.84) 21 11/16" (551) 59 13/16" (1519) 9.57 (0.89) 9.89 (0.92) 19 9/16" (497) 13.42 (1.25) widest clear opening 2660 ◊9.92 (0.92) 21 11/16" (551) 65 13/16" (1671) 10.54 (0.98) 10.88 (1.01) 13 9/16" (344) 14.65 (1.36) widest clear opening 3020 2.89 (0.27) 23 3/8" (594) 17 13/16" (452) 3.50 (0.33) 3.69 (0.34) 61 9/16" (1564) 5.79 (0.54) wash mode 3026 3.87 (0.36) 23 3/8" (594) 23 13/16" (605) 4.72 (0.44) 4.93 (0.46) 55 9/16" (1411) 7.27 (0.68) wash mode 3030 4.84 (0.45) 23 3/8" (594) 29 13/16" (757) 5.94 (0.55) 6.17 (0.57) 49 9/16" (1259) 8.75 (0.81) wash mode 3036 ◊5.82 (0.54) 23 3/8" (594) 35 13/16" (909) 7.16 (0.67) 7.41 (0.69) 43 9/16" (1106) 10.23 (0.95) wash mode 3040 ◊6.79 (0.63) 23 3/8" (594) 41 13/16" (1062) 8.38 (0.78) 8.65 (0.80) 37 9/16" (954) 11.71 (1.09) wash mode 3046 ◊7.77 (0.72) 23 3/8" (594) 47 13/16" (1214) 9.60 (0.89) 9.90 (0.92) 31 9/16" (802) 13.19 (1.23) wash mode 3050 ◊8.74 (0.81) 23 3/8" (594) 53 13/16" (1367) 10.82 (1.00) 11.14 (1.03) 25 9/16" (649) 14.67 (1.36) wash mode 3056 ◊9.72 (0.90) 23 3/8" (594) 59 13/16" (1519) 12.04 (1.12) 12.38 (1.15) 19 9/16" (497) 16.15 (1.50) wash mode 3060 ◊10.69 (0.99) 23 3/8" (594) 65 13/16" (1671) 13.25 (1.23) 13.62 (1.27) 13 9/16" (344) 17.63 (1.64) wash mode continued on next page • “Top of Subfloor to Top of Inside Sill Stop” is calculated based upon a structural header height of 6'-10 1/2" (2096). • Dimensions in parentheses are in millimeters or square meters. ◊ Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). Twin Casement Window Opening and Area Specifications Window Number Clear Opening Area Sq. Ft./(m2) Clear Opening in Full Open Position Glass Area Sq. Ft./(m2) Vent Area Sq. Ft./(m2) Top of Subfloor to Top of Inside Sill Stop Inches/(mm) Overall Window Area Sq. Ft./(m2) Hinge TypeWidth Inches/(mm) Height Inches/(mm) 1620-2 0.67 (0.06) 5 3/8" (137) 17 13/16" (452) 2.70 (0.25) 2.92 (0.27) 61 9/16" (1564) 5.79 (0.54) wash mode 1626-2 0.89 (0.08) 5 3/8" (137) 23 13/16" (605) 3.63 (0.34) 3.90 (0.36) 55 9/16" (1411) 7.27 (0.68) wash mode 1630-2 1.12 (0.10) 5 3/8" (137) 29 13/16" (757) 4.57 (0.42) 4.89 (0.45) 49 9/16" (1259) 8.75 (0.81) wash mode 1636-2 1.34 (0.12) 5 3/8" (137) 35 13/16" (909) 5.51 (0.51) 5.87 (0.55) 43 9/16" (1106) 10.23 (0.95) wash mode 1640-2 1.57 (0.15) 5 3/8" (137) 41 13/16" (1062) 6.45 (0.60) 6.86 (0.64) 37 9/16" (954) 11.71 (1.09) wash mode 1646-2 1.79 (0.17) 5 3/8" (137) 47 13/16" (1214) 7.38 (0.69) 7.84 (0.73) 31 9/16" (802) 13.19 (1.23) wash mode 1650-2 2.02 (0.19) 5 3/8" (137) 53 13/16" (1367) 8.32 (0.77) 8.82 (0.82) 25 9/16" (649) 14.67 (1.36) wash mode 1656-2 2.24 (0.21) 5 3/8" (137) 59 13/16" (1519) 9.26 (0.86) 9.81 (0.91) 19 9/16" (497) 16.15 (1.50) wash mode 1660-2 2.47 (0.23) 5 3/8" (137) 65 13/16" (1671) 10.20 (0.95) 10.79 (1.00) 13 9/16" (344) 17.63 (1.64) wash mode 1920-2 1.04 (0.10) 8 3/8" (213) 17 13/16" (452) 3.41 (0.32) 3.66 (0.34) 61 9/16" (1564) 6.77 (0.63) wash mode 1926-2 1.39 (0.13) 8 3/8" (213) 23 13/16" (605) 4.60 (0.43) 4.90 (0.45) 55 9/16" (1411) 8.50 (0.79) wash mode 1930-2 1.74 (0.16) 8 3/8" (213) 29 13/16" (757) 5.79 (0.54) 6.13 (0.57) 49 9/16" (1259) 10.23 (0.95) wash mode 1936-2 2.09 (0.19) 8 3/8" (213) 35 13/16" (909) 6.98 (0.65) 7.36 (0.68) 43 9/16" (1106) 11.96 (1.11) wash mode 1940-2 2.44 (0.23) 8 3/8" (213) 41 13/16" (1062) 8.16 (0.76) 8.60 (0.80) 37 9/16" (954) 13.69 (1.27) wash mode 1946-2 2.79 (0.26) 8 3/8" (213) 47 13/16" (1214) 9.35 (0.87) 9.83 (0.91) 31 9/16" (802) 15.42 (1.43) wash mode 1950-2 3.14 (0.29) 8 3/8" (213) 53 13/16" (1367) 10.54 (0.98) 11.06 (1.03) 25 9/16" (649) 17.15 (1.59) wash mode 1956-2 3.49 (0.32) 8 3/8" (213) 59 13/16" (1519) 11.73 (1.09) 12.30 (1.14) 19 9/16" (497) 18.88 (1.75) wash mode 1960-2 3.84 (0.36) 8 3/8" (213) 65 13/16" (1671) 12.91 (1.20) 13.53 (1.26) 13 9/16" (344) 20.61 (1.91) wash mode 2020-2 1.41 (0.13) 11 3/8" (289) 17 13/16" (452) 4.13 (0.38) 4.40 (0.41) 61 9/16" (1564) 7.75 (0.72) wash mode • “Top of Subfloor to Top of Inside Sill Stop” is calculated based upon a structural header height of 6'-10 1/2" (2096). • Dimensions in parentheses are in millimeters or square meters. ◊ Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). 21 100 S e r i e s C a s e m e n t & A w n i n g W i n d o w s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 177 Number of lights and overall pattern varies with window size. Patterns shown may not be available for all sizes. Specified equal light and custom patterns are also available. For specified equal light, specify number of same-size rectangles across or down. For more information on divided light, see page 13 or visit andersenwindows.com/grilles. Custom ExampleSpecied Equal Light Examples Twin Casement Window Opening and Area Specifications Window Number Clear Opening Area Sq. Ft./(m2) Clear Opening in Full Open Position Glass Area Sq. Ft./(m2) Vent Area Sq. Ft./(m2) Top of Subfloor to Top of Inside Sill Stop Inches/(mm) Overall Window Area Sq. Ft./(m2) Hinge TypeWidth Inches/(mm) Height Inches/(mm) 2026-2 1.88 (0.18) 11 3/8" (289) 23 13/16" (605) 5.57 (0.52) 5.89 (0.55) 55 9/16" (1411) 9.73 (0.90) wash mode 2030-2 2.36 (0.22) 11 3/8" (289) 29 13/16" (757) 7.01 (0.65) 7.37 (0.68) 49 9/16" (1259) 11.71 (1.09) wash mode 2036-2 2.83 (0.26) 11 3/8" (289) 35 13/16" (909) 8.45 (0.78) 8.86 (0.82) 43 9/16" (1106) 13.69 (1.27) wash mode 2040-2 3.31 (0.31) 11 3/8" (289) 41 13/16" (1062) 9.88 (0.92) 10.34 (0.96) 37 9/16" (954) 15.67 (1.46) wash mode 2046-2 3.78 (0.35) 11 3/8" (289) 47 13/16" (1214) 11.32 (1.05) 11.82 (1.10) 31 9/16" (802) 17.65 (1.64) wash mode 2050-2 4.26 (0.40) 11 3/8" (289) 53 13/16" (1367) 12.76 (1.19) 13.31 (1.24) 25 9/16" (649) 19.63 (1.82) wash mode 2056-2 4.73 (0.44) 11 3/8" (289) 59 13/16" (1519) 14.20 (1.32) 14.79 (1.37) 19 9/16" (497) 21.61 (2.01) wash mode 2060-2 5.21 (0.48) 11 3/8" (289) 65 13/16" (1671) 15.63 (1.45) 16.27 (1.51) 13 9/16" (344) 23.59 (2.19) wash mode 2320-2 1.78 (0.17) 14 3/8" (366) 17 13/16" (452) 4.85 (0.45) 5.15 (0.48) 61 9/16" (1564) 8.73 (0.81) wash mode 2326-2 2.38 (0.22) 14 3/8" (366) 23 13/16" (605) 6.54 (0.61) 6.88 (0.64) 55 9/16" (1411) 10.96 (1.02) wash mode 2330-2 2.98 (0.28) 14 3/8" (366) 29 13/16" (757) 8.23 (0.76) 8.61 (0.80) 49 9/16" (1259) 13.19 (1.23) wash mode 2336-2 3.58 (0.33) 14 3/8" (366) 35 13/16" (909) 9.91 (0.92) 10.35 (0.96) 43 9/16" (1106) 15.42 (1.43) wash mode 2340-2 4.18 (0.39) 14 3/8" (366) 41 13/16" (1062) 11.60 (1.08) 12.08 (1.12) 37 9/16" (954) 17.65 (1.64) wash mode 2346-2 4.78 (0.44) 14 3/8" (366) 47 13/16" (1214) 13.29 (1.23) 13.81 (1.28) 31 9/16" (802) 19.88 (1.85) wash mode 2350-2 5.38 (0.50) 14 3/8" (366) 53 13/16" (1367) 14.98 (1.39) 15.55 (1.44) 25 9/16" (649) 22.11 (2.05) wash mode 2356-2 5.98 (0.56) 14 3/8" (366) 59 13/16" (1519) 16.66 (1.55) 17.28 (1.61) 19 9/16" (497) 24.34 (2.26) wash mode 2360-2 6.58 (0.61) 14 3/8" (366) 65 13/16" (1671) 18.35 (1.70) 19.02 (1.77) 13 9/16" (344) 26.56 (2.47) wash mode 2620-2 2.15 (0.20) 17 3/8" (442) 17 13/16" (452) 5.57 (0.52) 5.89 (0.55) 61 9/16" (1564) 9.71 (0.90) wash mode 2626-2 2.88 (0.27) 17 3/8" (442) 23 13/16" (605) 7.51 (0.70) 7.87 (0.73) 55 9/16" (1411) 12.19 (1.13) wash mode 2630-2 3.60 (0.33) 17 3/8" (442) 29 13/16" (757) 9.45 (0.88) 9.86 (0.92) 49 9/16" (1259) 14.67 (1.36) wash mode 2636-2 4.33 (0.40) 17 3/8" (442) 35 13/16" (909) 11.38 (1.06) 11.84 (1.10) 43 9/16" (1106) 17.15 (1.59) wash mode 2640-2 ◊6.30 (0.59) 21 11/16" (551) 41 13/16" (1062) 13.32 (1.24) 13.82 (1.28) 37 9/16" (954) 19.63 (1.82) widest clear opening 2646-2 ◊7.21 (0.67) 21 11/16" (551) 47 13/16" (1214) 15.26 (1.42) 15.81 (1.47) 31 9/16" (802) 22.11 (2.05) widest clear opening 2650-2 ◊8.11 (0.75) 21 11/16" (551) 53 13/16" (1367) 17.20 (1.60) 17.79 (1.65) 25 9/16" (649) 24.59 (2.28) widest clear opening 2656-2 ◊9.02 (0.84) 21 11/16" (551) 59 13/16" (1519) 19.13 (1.78) 19.77 (1.84) 19 9/16" (497) 27.06 (2.51) widest clear opening 2660-2 ◊9.92 (0.92) 21 11/16" (551) 65 13/16" (1671) 21.07 (1.96) 21.76 (2.02) 13 9/16" (344) 29.54 (2.74) widest clear opening 2920-2 2.52 (0.23) 20 3/8" (518) 17 13/16" (452) 6.29 (0.58) 6.63 (0.62) 61 9/16" (1564) 10.69 (0.99) wash mode 2926-2 3.37 (0.31) 20 3/8" (518) 23 13/16" (605) 8.48 (0.79) 8.86 (0.82) 55 9/16" (1411) 13.42 (1.25) wash mode 2930-2 4.22 (0.39) 20 3/8" (518) 29 13/16" (757) 10.66 (0.99) 11.10 (1.03) 49 9/16" (1259) 16.15 (1.50) wash mode 2936-2 ◊6.08 (0.57) 24 1/2" (621) 35 13/16" (909) 12.85 (1.19) 13.33 (1.24) 43 9/16" (1106) 18.88 (1.75) widest clear opening 2940-2 ◊5.92 (0.55) 20 3/8" (518) 41 13/16" (1062) 15.04 (1.40) 15.56 (1.45) 37 9/16" (954) 21.61 (2.01) wash mode 2946-2 ◊6.77 (0.63) 20 3/8" (518) 47 13/16" (1214) 17.23 (1.60) 17.80 (1.65) 31 9/16" (802) 24.34 (2.26) wash mode 2950-2 ◊7.62 (0.71) 20 3/8" (518) 53 13/16" (1367) 19.41 (1.80) 20.03 (1.86) 25 9/16" (649) 27.06 (2.51) wash mode 2956-2 ◊8.47 (0.79) 20 3/8" (518) 59 13/16" (1519) 21.60 (2.01) 22.27 (2.07) 19 9/16" (497) 29.79 (2.77) wash mode 2960-2 ◊9.32 (0.87) 20 3/8" (518) 65 13/16" (1671) 23.79 (2.21) 24.50 (2.28) 13 9/16" (344) 32.52 (3.02) wash mode 3020-2 2.89 (0.27) 23 3/8" (594) 17 13/16" (452) 7.01 (0.65) 7.37 (0.68) 61 9/16" (1564) 11.67 (1.08) wash mode 3026-2 3.87 (0.36) 23 3/8" (594) 23 13/16" (605) 9.45 (0.88) 9.86 (0.92) 55 9/16" (1411) 14.65 (1.36) wash mode 3030-2 4.84 (0.45) 23 3/8" (594) 29 13/16" (757) 11.88 (1.10) 12.34 (1.15) 49 9/16" (1259) 17.63 (1.64) wash mode 3036-2 ◊5.82 (0.54) 23 3/8" (594) 35 13/16" (909) 14.32 (1.33) 14.82 (1.38) 43 9/16" (1106) 20.61 (1.91) wash mode 3040-2 ◊6.79 (0.63) 23 3/8" (594) 41 13/16" (1062) 16.76 (1.56) 17.31 (1.61) 37 9/16" (954) 23.59 (2.19) wash mode 3046-2 ◊7.77 (0.72) 23 3/8" (594) 47 13/16" (1214) 19.20 (1.78) 19.79 (1.84) 31 9/16" (802) 26.56 (2.47) wash mode 3050-2 ◊8.74 (0.81) 23 3/8" (594) 53 13/16" (1367) 21.63 (2.01) 22.27 (2.07) 25 9/16" (649) 29.54 (2.74) wash mode 3056-2 ◊9.72 (0.90) 23 3/8" (594) 59 13/16" (1519) 24.07 (2.24) 24.76 (2.30) 19 9/16" (497) 32.52 (3.02) wash mode 3060-2 ◊10.69 (0.99) 23 3/8" (594) 65 13/16" (1671) 26.51 (2.46) 27.24 (2.53) 13 9/16" (344) 35.50 (3.30) wash mode Prairie A Colonial Meeting Rail Colonial Fractional Fractional Casement Grille Patterns Simulated Modied Tall Short • “Top of Subfloor to Top of Inside Sill Stop” is calculated based upon a structural header height of 6'-10 1/2" (2096). • Dimensions in parentheses are in millimeters or square meters. ◊ Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). (continued) 22 CASEMENT & AWNING WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 178 Low-E Glass Insect Screen Window Dimension Width Minimum Rough Opening Clear Opening Width 1 3 ⁄ 8" (3 5 ) 3 1 ⁄4" (8 3 ) 1 ⁄4" (6) Unobstructed Glass2 7 ⁄8" (73) 2 7⁄8" (73) 1 ⁄4" (6) jambjamb width sash projection 16 14 29 ⁄32" (379) 19 17 29 ⁄32" (455) 20 20 29 ⁄32" (531) 23 23 29 ⁄32" (607) 26 26 29 ⁄32" (683) 29 29 29⁄32" (760) 30 32 29 ⁄32" (836) Andersen® Extension Jamb Attachment Flange (optional) Casement Window Details – New Construction Scale 1 1 ⁄2" (38) = 1'-0" (305) — 1:8 Vertical Section Vertical Section Stucco Exterior • Drip cap is required to complete window installation as shown but may not be included with the window. Use of drip cap is recommended for proper installation. • Light-colored areas are parts included with window. Dark-colored areas are additional Andersen® parts required to complete window assembly as shown. • Minimum rough openings may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See installation information on page 110. • Details are for illustration only and are not intended to represent product installation methods or materials. Refer to product installation instructions at andersenwindows.com. • Dimensions in parentheses are in millimeters. Horizontal Section Stucco Exterior Horizontal Section Low-E Glass Insect Screen3 1 ⁄ 8" (7 9 ) Wi n d o w D i m e n s i o n H e i g h t Mi n i m u m R o u g h O p e n i n g Un o b s t r . Gl a s s 1 3 ⁄8" (35) 3 1 ⁄4" (83) 1 ⁄4" (6 ) 3 1 ⁄8" (7 9 ) 1 ⁄4" (6 ) sill head Andersen® Extension Jamb Attachment Flange (optional) Sill Stop to Suboor Dimension 2 7⁄8" (73) 1 7⁄16" (37) Low-E Glass Insect Screen3 1 ⁄ 8" (7 9 ) Wi n d o w D i m e n s i o n H e i g h t Mi n i m u m R o u g h O p e n i n g Un o b s t r . Gl a s s 1" (25) 3 1 ⁄4" (83) 1 ⁄4" (6 ) 1 ⁄ 8" (3 ) 3 1 ⁄ 8" (7 9 ) 1 ⁄ 8" (3 ) 1 ⁄4" (6 ) sill head Sill Stop to Suboor Dimension1 7⁄16" (37) 2 7⁄8" (73) 1 3/8" f l a n g e s e t b a c k 1" f l a n g e s e t b a c k w i t h s t u c c o k e y (79)(79) 3 1 ⁄8" Window Dimension Width Minimum Rough Opening 3 1 ⁄8"Unobstr. Glass 1" (2 5 ) 3 1 ⁄4" (8 3 ) 1 ⁄4" (6) 1 ⁄8" (3)1 ⁄8" (3) 1 ⁄4" (6) Low-E Glass Insect Screen jambjamb 2 7⁄8" (73) 2 7⁄8" (73) Horizontal Section Twin Casement Horizontal Section Picture With Flanking Casement 6 3 ⁄4" (171) 6 3 ⁄4" (171) in t e g r a l s See pages 85-87 for joining details. 23 10 0 S e r i e s C a s e m e n t & A w n i n g W i n d o w s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 179 Casement Window Details – Replacement Scale 1 1 ⁄2" (38) = 1'-0" (305) — 1:8 Vertical Section Existing Framed Opening Horizontal Section Existing Framed Opening Low-E Glass Insect Screen Andersen® Exterior Sill Extender Trim (optional) 3 1 ⁄ 8" (7 9 ) Wi n d o w D i m e n s i o n H e i g h t Ex i s t i n g O p e n i n g Un o b s t r . Gl a s s 1 ⁄4" (6 ) 3 1 ⁄ 8" (7 9 ) 3 1 ⁄4" (83) 1 ⁄4" (6 ) sill head Sill Stop to Suboor Dimension 2 7⁄8" (73) 1 7⁄16" (37) no f l a n g e (79)(79) 3 1 ⁄8" Window Dimension Width Minimum Rough Opening 3 1 ⁄8"Unobstr. Glass 3 1 ⁄4" (8 3 ) 1 ⁄4" (6) 1 ⁄4" (6) 2 7⁄8" (73) 2 7⁄8" (73) Low-E Glass Insect Screen jambjamb Andersen® Extension Jamb Attachment Flange (optional) Vertical Section Existing Window Opening Horizontal Section Existing Window Opening in s e r t Horizontal Section Twin Casement • Drip cap is required to complete window installation as shown but may not be included with the window. Use of drip cap is recommended for proper installation. • Light-colored areas are parts included with window. Dark-colored areas are additional Andersen® parts required to complete window assembly as shown. • Minimum rough openings may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See installation information on page 110. • Details are for illustration only and are not intended to represent product installation methods or materials. Refer to product installation instructions at andersenwindows.com. • Dimensions in parentheses are in millimeters. Horizontal Section Picture With Flanking Casement 6 3 ⁄4" (171) 6 3 ⁄4" (171) in t e g r a l s 3 1 ⁄ 8" (7 9 ) Wi n d o w D i m e n s i o n H e i g h t Mi n i m u m R o u g h O p e n i n g Un o b s t r . Gl a s s 3 1 ⁄4" (83) 1 ⁄4" (6 ) 3 1 ⁄8" (7 9 ) 1 ⁄4" (6 ) sill head Andersen® Extension Jamb Attachment Flange (optional) Sill Stop to Suboor Dimension 2 7⁄8" (73) 1 7⁄16" (37) Low-E Glass Insect Screen (79)(79) 3 1 ⁄8" Window Dimension Width Existing Opening 3 1 ⁄8"Unobstr. Glass 3 1 ⁄4" (8 3 ) 1 ⁄4" (6) 1 ⁄4" (6) Low-E Glass Insect Screen jambjamb 2 7⁄8" (73) 2 7⁄8" (73) Installation accessories for insert frame shown on page 109. See pages 84-87 for joining details. 24 CASEMENT & AWNING WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 180 Custom-size windows are available in 1 ⁄8" (3) increments. See page 88 for custom sizes and specifications. Windows have one continuous outer frame. Twin transoms are also shown. See pages 70-71 for more information. Details shown on pages 28-29. Grille patterns shown on page 26. • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. Custom-size windows are available in 1 ⁄8" (3) increments. See page 88 for custom sizes and specifications.2616 301616162016 2620 302016202020 2626 302616262026 2630 303020301630 3616 3620 3626 3630 4016 4020 4026 4030 Window Dimension Unobstructed Glass Minimum Rough Opening Table of Awning Window Sizes Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 CU S T O M H E I G H T S — 17 1 ⁄ 2" t o 35 1 ⁄2" CUSTOM WIDTHS — 17 1 ⁄2" to 47 1 ⁄2" 2'-5 1/2" 2'-6" 23 1/4" 29 1/4" 2'-11 1/2" 3'-0" 41 1/4" 3'-11 1/2" 4'-0" 35 1/4" 3'-5 1/2" 3'-6" 11 1/4" 1'-5 1/2" 1'-6" 17 1/4" 1'-11 1/2" 2'-0" 17 1/4" 2' - 0 " 2' - 1 1 1/2" 3' - 0 " 29 1/4" 2' - 6 " 2' - 5 1/2" 23 1/4" 1' - 1 1 1/2" 11 1/4" 1' - 5 1/2" 1' - 6 " (749) (762) (591) (902) (914) (743) (1207) (1219) (1048) (1054) (1067) (895) (445) (457) (286) (597) (610) (438) (59 7 ) (61 0 ) (43 8 ) (7 4 9 ) (76 2 ) (59 1 ) (90 2 ) (91 4 ) (74 3 ) (44 5 ) (45 7 ) (28 6 ) 2020-21620-2 1920-2 2026-21626-2 1926-2 2030-21630-2 1930-2 2320-2 2620-2 2920-2 2326-2 2626-2 2926-2 2330-2 2630-2 2930-2 2010-2 2310-2 2610-2 2910-21610-2 1910-2 2016-2 2316-2 2616-2 2916-21616-2 1916-2 2020-2 2320-2 2620-2 2920-21620-2 1920-2 3020-2 3026-2 3030-2 3010-2 3016-2 3020-2 2016-21616-2 2316-2 2616-2 2916-2 3016-21916-2 Window Dimension Unobstructed Glass (width of single sash) Minimum Rough Opening Table of Twin Awning Window Sizes Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 CUSTOM WIDTHS — 35 1 ⁄2" to 71 1 ⁄2" CU S T O M H E I G H T S — 17 1 ⁄2" t o 35 1 ⁄ 2" 11 1/4" 1' - 5 1/2" 1' - 6 " 5 1/4" 11 1/2" 1' - 0 " 17 1/4" 1' - 1 1 1/2" 2' - 0 " 17 1/4" 2' - 0 " 2' - 1 1 1/2" 3' - 0 " 29 1/4" 2' - 6 " 2' - 5 1/2" 23 1/4" 1' - 1 1 1/2" 11 1/4" 1' - 5 1/2" 1' - 6 " 11 1/4" 2'-11 1/2" 3'-0" 17 1/4" 3'-11 1/2" 4'-0" 14 1/4" 3'-5 1/2" 3'-6" 4'-5 1/2" 4'-6" 20 1/4"23 1/4" 4'-11 1/2" 5'-0" 26 1/4" 5'-5 1/2" 5'-6"6'-0" 5'-11 1/2" 29 1/4" (44 5 ) (45 7 ) (28 6 ) (29 2 ) (30 5 ) (13 3 ) (59 7 ) (61 0 ) (43 8 ) (59 7 ) (61 0 ) (43 8 ) (7 4 9 ) (76 2 ) (59 1 ) (90 2 ) (91 4 ) (74 3 ) (44 5 ) (45 7 ) (28 6 ) (902) (914) (286) (1207) (1219) (438) (1054) (1067) (362) (1359) (1372) (514) (1511) (1524) (591) (1664) (1676) (667) (1816) (1829) (743) Choose venting or stationary. Awning windows must be installed to vent as shown and should not be rotated and used as a hopper. Details shown on pages 28-29. Grille patterns shown on page 26. Venting StationaryVentingStationary 25 10 0 S e r i e s C a s e m e n t & A w n i n g W i n d o w s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 181 • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. 20202020 26202620 30203020 36203620 40204020 20262026 26262626 20302030 26302630 30303030 36303630 40304030 20402020 26402620 30403020 36403620 40404020 20402030 26402630 30403030 36403630 40404030 20502020 26502620 30503020 36503620 40504020 20502030 26502630 30503030 36503630 40504030 30263026 36263626 40264026 Window Dimension Unobstructed Glass (height of upper sash) Minimum Rough Opening Table of Sizes – Picture Window Over Awning Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 2'-5 1/2" 2'-6" 23 1/4" 29 1/4" 2'-11 1/2" 3'-0" 41 1/4" 3'-11 1/2" 4'-0" 35 1/4" 3'-5 1/2" 3'-6" 17 1/4" 1'-11 1/2" 2'-0" 3' - 1 1 1/2" 4' - 0 " 17 1/4" 4' - 1 1 1/2" 5' - 0 " 23 1/4" 5' - 1 1 1/2" 6' - 0 " 29 1/4" 7' - 0 " 6' - 1 1 1/2" 35 1/4" 7' - 1 1 1/2" 8' - 0 " 53 1/4" 5' - 1 1 1/2" 6' - 0 " 35 1/4" 7' - 0 " 6' - 1 1 1/2" 53 1/4" (749) (762) (591) (902) (914) (743) (1207) (1219) (1048) (1054) (1067) (895) (597) (610) (438) (18 1 6 ) (18 2 9 ) (74 3 ) (12 0 7 ) (12 1 9 ) (61 0 ) (15 1 1 ) (15 2 4 ) (59 1 ) (2 1 2 1 ) (21 3 4 ) (89 5 ) (24 2 6 ) (24 3 8 ) (13 5 3 ) (18 1 6 ) (18 2 9 ) (89 5 ) (2 1 2 1 ) (21 3 4 ) (13 5 3 ) CU S T O M H E I G H T S — 47 1 ⁄2" t o 95 1 ⁄2" CUSTOM WIDTHS — 17 1 ⁄2" to 47 1 ⁄2" Custom ExampleSpecied Equal Light Examples Number of lights and overall pattern varies with window size. Patterns shown may not be available for all sizes. Specified equal light and custom patterns are also available. For specified equal light, specify number of same-size rectangles across or down. For more information on divided light, see page 13 or visit andersenwindows.com/grilles. Prairie A Colonial Colonial* Modied Awning Grille Patterns Fractional Fractional Tall Short Custom-size windows are available in 1 ⁄8" (3) increments. See page 89 for custom sizes and specifications. Windows have one continuous outer frame. For unobstructed glass height dimensions of lower sash, see page 25. Details shown on pages 28-29. Grille patterns shown below. *Modified colonial pattern is available only for the upper sash of a picture window over awning configuration. 26 CASEMENT & AWNING WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 182 Awning Window Opening and Area Specifications Window Number Clear Opening Area Sq. Ft./(m2) Clear Opening in Full Open Position Glass Area Sq. Ft./(m2) Vent Area Sq. Ft./(m2) Top of Subfloor to Top of Inside Sill Stop Inches/(mm) Overall Window Area Sq. Ft./(m2) Width Inches/(mm) Depth Inches/(mm) 1616 0.66 (0.06) 11 13/16" (300) 8" (203) 0.88 (0.08) 0.66 (0.06) 67 9/16" (1716) 2.13 (0.20) 1620 0.66 (0.06) 11 13/16" (300) 8" (203) 1.35 (0.13) 0.66 (0.06) 61 9/16" (1564) 2.86 (0.27) 1626 0.66 (0.06) 11 13/16" (300) 8" (203) 1.82 (0.17) 0.66 (0.06) 55 9/16" (1411) 3.59 (0.33) 1630 0.66 (0.06) 11 13/16" (300) 8" (203) 2.29 (0.21) 0.66 (0.06) 49 9/16" (1259) 4.31 (0.40) 2016 0.99 (0.09) 17 13/16" (452) 8" (203) 1.35 (0.13) 0.99 (0.09) 67 9/16" (1716) 2.86 (0.27) 2020 0.99 (0.09) 17 13/16" (452) 8" (203) 2.07 (0.19) 0.99 (0.09) 61 9/16" (1564) 3.84 (0.36) 2026 0.99 (0.09) 17 13/16" (452) 8" (203) 2.79 (0.26) 0.99 (0.09) 55 9/16" (1411) 4.81 (0.45) 2030 0.99 (0.09) 17 13/16" (452) 8" (203) 3.50 (0.33) 0.99 (0.09) 49 9/16" (1259) 5.79 (0.54) 2616 1.32 (0.12) 23 13/16" (605) 8" (203) 1.82 (0.17) 1.32 (0.12) 67 9/16" (1716) 3.59 (0.33) 2620 1.32 (0.12) 23 13/16" (605) 8" (203) 2.79 (0.26) 1.32 (0.12) 61 9/16" (1564) 4.81 (0.45) 2626 1.32 (0.12) 23 13/16" (605) 8" (203) 3.75 (0.35) 1.32 (0.12) 55 9/16" (1411) 6.04 (0.56) 2630 1.32 (0.12) 23 13/16" (605) 8" (203) 4.72 (0.44) 1.32 (0.12) 49 9/16" (1259) 7.27 (0.68) 3016 1.66 (0.15) 29 13/16" (757) 8" (203) 2.29 (0.21) 1.66 (0.15) 67 9/16" (1716) 4.31 (0.40) 3020 1.66 (0.15) 29 13/16" (757) 8" (203) 3.50 (0.33) 1.66 (0.15) 61 9/16" (1564) 5.79 (0.54) 3026 1.66 (0.15) 29 13/16" (757) 8" (203) 4.72 (0.44) 1.66 (0.15) 55 9/16" (1411) 7.27 (0.68) 3030 1.66 (0.15) 29 13/16" (757) 8" (203) 5.94 (0.55) 1.66 (0.15) 49 9/16" (1259) 8.75 (0.81) 3616 1.99 (0.18) 35 13/16" (909) 8" (203) 2.75 (0.26) 1.99 (0.18) 67 9/16" (1716) 5.04 (0.47) 3620 1.99 (0.18) 35 13/16" (909) 8" (203) 4.22 (0.39) 1.99 (0.18) 61 9/16" (1564) 6.77 (0.63) 3626 1.99 (0.18) 35 13/16" (909) 8" (203) 5.69 (0.53) 1.99 (0.18) 55 9/16" (1411) 8.50 (0.79) 3630 1.99 (0.18) 35 13/16" (909) 8" (203) 7.16 (0.67) 1.99 (0.18) 49 9/16" (1259) 10.23 (0.95) 4016 2.32 (0.22) 41 13/16" (1062) 8" (203) 3.22 (0.30) 2.32 (0.22) 67 9/16" (1716) 5.77 (0.54) 4020 2.32 (0.22) 41 13/16" (1062) 8" (203) 4.94 (0.46) 2.32 (0.22) 61 9/16" (1564) 7.75 (0.72) 4026 2.32 (0.22) 41 13/16" (1062) 8" (203) 6.66 (0.62) 2.32 (0.22) 55 9/16" (1411) 9.73 (0.90) 4030 2.32 (0.22) 41 13/16" (1062) 8" (203) 8.38 (0.78) 2.32 (0.22) 49 9/16" (1259) 11.71 (1.09) Twin Awning Window Opening and Area Specifications Window Number Clear Opening Area Sq. Ft./(m2) Clear Opening in Full Open Position Glass Area Sq. Ft./(m2) Vent Area Sq. Ft./(m2) Top of Subfloor to Top of Inside Sill Stop Inches/(mm) Overall Window Area Sq. Ft./(m2)Width Inches/(mm) Depth Inches/(mm) 1616-2 0.66 (0.06) 11 13/16" (300) 8" (203) 1.76 (0.16) 1.31 (0.12) 67 9/16" (1716) 4.31 (0.40) 1620-2 0.66 (0.06) 11 13/16" (300) 8" (203) 2.70 (0.25) 1.31 (0.12) 61 9/16" (1564) 5.79 (0.54) 1626-2 0.66 (0.06) 11 13/16" (300) 8" (203) 3.63 (0.34) 1.31 (0.12) 55 9/16" (1411) 7.27 (0.68) 1630-2 0.66 (0.06) 11 13/16" (300) 8" (203) 4.57 (0.42) 1.31 (0.12) 49 9/16" (1259) 8.75 (0.81) 1916-2 0.82 (0.08) 14 13/16" (376) 8" (203) 2.23 (0.21) 1.65 (0.15) 67 9/16" (1716) 5.04 (0.47) 1920-2 0.82 (0.08) 14 13/16" (376) 8" (203) 3.41 (0.32) 1.65 (0.15) 61 9/16" (1564) 6.77 (0.63) 1926-2 0.82 (0.08) 14 13/16" (376) 8" (203) 4.60 (0.43) 1.65 (0.15) 55 9/16" (1411) 8.50 (0.79) 1930-2 0.82 (0.08) 14 13/16" (376) 8" (203) 5.79 (0.54) 1.65 (0.15) 49 9/16" (1259) 10.23 (0.95) 2016-2 0.99 (0.09) 17 13/16" (452) 8" (203) 2.70 (0.25) 1.98 (0.18) 67 9/16" (1716) 5.77 (0.54) 2020-2 0.99 (0.09) 17 13/16" (452) 8" (203) 4.13 (0.38) 1.98 (0.18) 61 9/16" (1564) 7.75 (0.72) 2026-2 0.99 (0.09) 17 13/16" (452) 8" (203) 5.57 (0.52) 1.98 (0.18) 55 9/16" (1411) 9.73 (0.90) 2030-2 0.99 (0.09) 17 13/16" (452) 8" (203) 7.01 (0.65) 1.98 (0.18) 49 9/16" (1259) 11.71 (1.09) 2316-2 1.16 (0.11) 20 13/16" (528) 8" (203) 3.16 (0.29) 2.31 (0.21) 67 9/16" (1716) 6.50 (0.60) 2320-2 1.16 (0.11) 20 13/16" (528) 8" (203) 4.85 (0.45) 2.31 (0.21) 61 9/16" (1564) 8.73 (0.81) 2326-2 1.16 (0.11) 20 13/16" (528) 8" (203) 6.54 (0.61) 2.31 (0.21) 55 9/16" (1411) 10.96 (1.02) 2330-2 1.16 (0.11) 20 13/16" (528) 8" (203) 8.23 (0.76) 2.31 (0.21) 49 9/16" (1259) 13.19 (1.23) 2616-2 1.32 (0.12) 23 13/16" (605) 8" (203) 3.63 (0.34) 2.65 (0.25) 67 9/16" (1716) 7.23 (0.67) 2620-2 1.32 (0.12) 23 13/16" (605) 8" (203) 5.57 (0.52) 2.65 (0.25) 61 9/16" (1564) 9.71 (0.90) 2626-2 1.32 (0.12) 23 13/16" (605) 8" (203) 7.51 (0.70) 2.65 (0.25) 55 9/16" (1411) 12.19 (1.13) 2630-2 1.32 (0.12) 23 13/16" (605) 8" (203) 9.45 (0.88) 2.65 (0.25) 49 9/16" (1259) 14.67 (1.36) 2916-2 1.49 (0.14) 26 13/16" (681) 8" (203) 4.10 (0.38) 2.98 (0.28) 67 9/16" (1716) 7.96 (0.74) 2920-2 1.49 (0.14) 26 13/16" (681) 8" (203) 6.29 (0.58) 2.98 (0.28) 61 9/16" (1564) 10.69 (0.99) 2926-2 1.49 (0.14) 26 13/16" (681) 8" (203) 8.48 (0.79) 2.98 (0.28) 55 9/16" (1411) 13.42 (1.25) 2930-2 1.49 (0.14) 26 13/16" (681) 8" (203) 10.66 (0.99) 2.98 (0.28) 49 9/16" (1259) 16.15 (1.50) 3016-2 1.66 (0.15) 29 13/16" (757) 8" (203) 4.57 (0.42) 3.31 (0.31) 67 9/16" (1716) 8.69 (0.81) 3020-2 1.66 (0.15) 29 13/16" (757) 8" (203) 7.01 (0.65) 3.31 (0.31) 61 9/16" (1564) 11.67 (1.08) 3026-2 1.66 (0.15) 29 13/16" (757) 8" (203) 9.45 (0.88) 3.31 (0.31) 55 9/16" (1411) 14.65 (1.36) 3030-2 1.66 (0.15) 29 13/16" (757) 8" (203) 11.88 (1.10) 3.31 (0.31) 49 9/16" (1259) 17.63 (1.64) • “Top of Subfloor to Top of Inside Sill Stop” is calculated based upon a structural header height of 6'-10 1/2" (2096). • Dimensions in parentheses are in millimeters or square meters. • “Top of Subfloor to Top of Inside Sill Stop” is calculated based upon a structural header height of 6'-10 1/2" (2096). • Dimensions in parentheses are in millimeters or square meters. 27 100 S e r i e s C a s e m e n t & A w n i n g W i n d o w s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 183 Awning Window Details – New Construction Scale 1 1 ⁄2" (38) = 1'-0" (305) — 1:8 Vertical Section Vertical Section Stucco Exterior Horizontal Section Stucco Exterior Horizontal Section Low-E Glass Insect Screen (79)(79) 3 1 ⁄8" Window Dimension Width Minimum Rough Opening 3 1 ⁄8"Unobstr. Glass1 3 ⁄ 8" (3 5 ) 3 1 ⁄4" (8 3 ) 1 ⁄4" (6) 1 ⁄4" (6) jambjamb Andersen® Extension Jamb Attachment Flange (optional) 2 7⁄8" (73) 2 7⁄8" (73) (79)(79) 3 1 ⁄8" Window Dimension Width Minimum Rough Opening 3 1 ⁄8"Unobstr. Glass 1" (2 5 ) 3 1 ⁄4" (8 3 ) 1 ⁄4" (6) 1 ⁄8" (3)1 ⁄8" (3) 1 ⁄4" (6) Low-E Glass Insect Screen jambjamb 2 7⁄8" (73) 2 7⁄8" (73) Low-E Glass Insect Screen 1 3 ⁄8" (35) 3 1 ⁄4" (83) sash projection 8" (203) 2 7⁄ 8" (7 3 ) Wi n d o w D i m e n s i o n H e i g h t Mi n i m u m R o u g h O p e n i n g Un o b s t r u c t e d G l a s s 1 ⁄4" (6 ) 2 7⁄ 8" (7 3 ) 1 ⁄4" (6 ) sill head Andersen® Extension Jamb Attachment Flange (optional) 1 3/8" f l a n g e s e t b a c k 1" f l a n g e s e t b a c k w i t h s t u c c o k e y Low-E Glass Insect Screen3 1 ⁄8" (7 9 ) Wi n d o w D i m e n s i o n H e i g h t Mi n i m u m R o u g h O p e n i n g Un o b s t r . Gl a s s 1" (25) 3 1 ⁄4" (83) 1 ⁄4" (6 ) 1 ⁄8" (3 ) 3 1 ⁄8" (7 9 ) 1 ⁄ 8" (3 ) 1 ⁄4" (6 ) sill head Sill Stop to Suboor Dimension1 7 ⁄16" (37) 2 7⁄8" (73) • Drip cap is required to complete window installation as shown but may not be included with the window. Use of drip cap is recommended for proper installation. • Light-colored areas are parts included with window. Dark-colored areas are additional Andersen® parts required to complete window assembly as shown. • Minimum rough openings may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See installation information on page 110. • Details are for illustration only and are not intended to represent product installation methods or materials. Refer to product installation instructions at andersenwindows.com. • Dimensions in parentheses are in millimeters. in t e g r a l s 6 3 ⁄4" (1 7 1 ) 6 3 ⁄4" (171) Horizontal Section Twin Casement Vertical Section Picture Over Awning See pages 84-87 for joining details. 28 CASEMENT & AWNING WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 184 3 1 ⁄ 8" (7 9 ) Wi n d o w D i m e n s i o n H e i g h t Ex i s t i n g O p e n i n g Un o b s t r . Gl a s s 1 ⁄4" (6 ) 3 1 ⁄8" (7 9 ) 3 1 ⁄4" (83) 1 ⁄4" (6 ) Low-E Glass Insect Screen Andersen® Exterior Sill Extender Trim (optional) sill head Sill Stop to Suboor Dimension1 7⁄16" (37) 2 7⁄8" (73) (79)(79) 3 1 ⁄8" Window Dimension Width Minimum Rough Opening 3 1 ⁄8"Unobstr. Glass 3 1 ⁄4" (8 3 ) 1 ⁄4" (6) 1 ⁄4" (6) 2 7 ⁄8" (73) 2 7⁄8" (73) Low-E Glass Insect Screen jambjamb Andersen® Extension Jamb Attachment Flange (optional) Awning Window Details – Replacement Scale 1 1 ⁄2" (38) = 1'-0" (305) — 1:8 Horizontal Section Existing Framed Opening Vertical Section Existing Framed Opening no f l a n g e Horizontal Section Existing Window Opening Vertical Section Existing Window Opening in s e r t • Drip cap is required to complete window installation as shown but may not be included with the window. Use of drip cap is recommended for proper installation. • Light-colored areas are parts included with window. Dark-colored areas are additional Andersen® parts required to complete window assembly as shown. • Minimum rough openings may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See installation information on page 110. • Details are for illustration only and are not intended to represent product installation methods or materials. Refer to product installation instructions at andersenwindows.com. • Dimensions in parentheses are in millimeters. in t e g r a l s 6 3 ⁄4" (1 7 1 ) 6 3 ⁄4" (171) Horizontal Section Twin Casement Vertical Section Picture Over Awning Installation accessories for insert frame shown on page 109. See pages 84-87 for joining details. (79)(79) 3 1 ⁄8" Window Dimension Width Existing Opening 3 1 ⁄8"Unobstr. Glass 3 1 ⁄4" (8 3 ) 1 ⁄4" (6) 1 ⁄4" (6) Low-E Glass Insect Screen jambjamb 2 7⁄8" (73) 2 7⁄8" (73) 3 1 ⁄ 8" (7 9 ) Wi n d o w D i m e n s i o n H e i g h t Mi n i m u m R o u g h O p e n i n g Un o b s t r . Gl a s s 3 1 ⁄4" (83) 1 ⁄4" (6 ) 3 1 ⁄ 8" (7 9 ) 1 ⁄4" (6 ) sill head Andersen® Extension Jamb Attachment Flange (optional) Sill Stop to Suboor Dimension 2 7⁄8" (73) 1 7⁄16" (37) Low-E Glass Insect Screen 29 100 S e r i e s C a s e m e n t & A w n i n g W i n d o w s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 185 • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. ◊Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). See table on pages 31 and 33. *For side heights greater than 6'-5 1/2" (1969), meeting rail location = (side height in inches x 0.33) + 1.96". 30402640 36402040 30462646 36462046 30502650 36502050 30562656 36562056 30602660 36602060 30662666 36662066 2030 363026303030 2026 362626263026 2636 363620363036 Table of Arch Single-Hung Window Sizes Window Width Dimension Minimum Rough Opening 23 1 ⁄2"29 1 ⁄2"35 1 ⁄2"41 1 ⁄2" Si d e H e i g h t Radius Chord Height Mi n i m u m R o u g h O p e n i n g = W i n d o w H e i g h t + 1 ⁄ 2" 3 1 ⁄ 8" 4"4 3 ⁄4" 5 1 ⁄ 2" Unobstructed Glass (width of upper sash) Unobstructed Glass (width of lower sash) 15 1/16"15 7/8"16 11/16"17 1/2" 18 1/16"18 7/8"19 11/16"20 1/2" 21 1/16"21 7/8"22 11/16"23 1/2" 24 1/16"24 7/8"25 11/16"26 1/2" 27 1/16"27 7/8"28 11/16"29 1/2" 30 1/16"30 7/8"31 11/16"32 1/2" 33 1/16"33 7/8"34 11/16"35 1/2" 36 1/16"36 7/8"37 11/16"38 1/2" 39 1/16"39 7/8"40 11/16"41 1/2" 1'-11 1/2" 2'-0" 20" 2'-5 1/2" 3'-6" 3'-5 1/2" 2'-6" 26"38"32" 2'-11 1/2" 3'-0" 17 1/4" 10 9/16" 13 9/16" 16 9/16" 19 9/16" 22 9/16" 25 9/16" 28 9/16" 31 9/16" 34 9/16" 23 1/4"29 1/4"35 1/4" 2' - 1 1 " 3' - 5 " 3' - 1 1 " (1 0 4 1 ) 4' - 5 " 4' - 1 1 " 5' - 5 " 5' - 1 1 " 6' - 5 " 6 ' - 1 1 " (1 0 2 ) (1 2 1 ) 2' - 1 0 1/4" 2' - 9 1/2" 3' - 4 1/4" 3' - 3 1/2" 3' - 1 0 1/4" 3' - 9 1/2" 4' - 4 1/4" 4' - 3 1/2" 4' - 1 0 1/4" 4' - 9 1/2" 5' - 4 1/4" 5' - 3 1/2" 5' - 1 0 1/4" 5' - 9 1/2" 6' - 4 1/4" 6' - 3 1/2" 6 ' - 1 0 1/4" 6' - 9 1/2" (403) (479) (556) (632) (708) (784) (860) (937) (1013) 2' - 5 1 ⁄2" 2 ' - 1 1 1 ⁄ 2" 3' - 5 1 ⁄ 2" 2' - 8 5/8" 3' - 2 5/8" 3' - 8 5/8" 3' - 1 1 1 ⁄ 2" 4' - 2 5/8" 4' - 5 1 ⁄2" 4' - 8 5/8" 4' - 1 1 1 ⁄ 2" 5' - 2 5/8" 5' - 5 1 ⁄ 2" 5' - 8 5/8" 5' - 1 1 1 ⁄ 2" 6' - 2 5/8" 6' - 5 1 ⁄ 2" 6' - 8 5/8" Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 UnobstructedGlass (height of lower sash shown below) Unobstructed Glass (height of upper sash shown to right of window) Wi n d o w H e i g h t (s h o w n l e f t o f w i n d o w ) (902)(1054)(597)(749) (1 3 ) (7 9 ) (1 4 0 ) (8 2 9 ) (9 8 1 ) (1 1 3 3 ) (8 8 9 ) (1 1 9 4 ) (7 4 9 ) (9 0 2 ) (1 0 5 4 ) (8 7 0 ) (1 0 2 2 ) (1 1 7 5 ) (8 5 1 ) (1 0 0 3 ) (1 1 5 6 ) (1 2 8 6 ) (1 3 4 6 ) (1 2 0 7 ) (1 3 2 7 ) (1 3 0 8 ) (1 4 3 8 ) (1 4 9 9 ) (1 3 5 9 ) (1 4 8 0 ) (1 4 6 1 ) (1 5 9 1 ) (1 6 5 1 ) (1 5 1 1 ) (1 6 3 2 ) (1 6 1 3 ) (1 7 4 3 ) (1 8 0 3 ) (1 6 6 4 ) (1 7 8 4 ) (1 7 6 5 ) (1 8 9 5 ) (1 9 5 6 ) (1 8 1 6 ) (1 9 3 7 ) (1 9 1 8 ) (2 0 4 8 ) (2 1 0 8 ) (1 9 6 9 ) (2 0 8 9 ) (2 0 7 0 ) (383)(424)(445) (459)(500)(521) (535)(576)(597) (611)(652)(673) (687)(729)(749) (764)(805)826) (840)(881)(902) (916)(957)(978) (992)(1033)(1054) (749) (762) (660) (597) (610) (508) (1054) (1067) (965) (902) (914) (813) (438) (268) (345) (421) (497) (573) (649) (726) (802) (878) (591)(743)(895) continued on next page Custom-size windows are available in 1 ⁄8" (3) increments. Contact your Andersen supplier for more information. For arch single-hung windows, the size designation does not reflect the overall window height (e.g., a 2026 window size has a side height of 2'-5 1 ⁄2" and an overall window height of 2'-8 5 ⁄8"). Height dimensions for upper sash are to the right of each window size and lower sash are to the far left. Windows with a side height greater than 6'-5 1 ⁄2" (1969) are only available with a 2:1 reverse cottage sash ratio.* Details are shown on pages 48-49. Grille patterns shown on page 47. Reverse Cottage* 2 1 30 SINGLE-HUNG WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 186 • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. ◊Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). See table on pages 31 and 33. *For side heights greater than 6'-5 1/2" (1969), meeting rail location = (side height in inches x 0.33) + 1.96". 30702670 36702070 30762676 36762076 Table of Arch Single-Hung Window Sizes Window Width Dimension Minimum Rough Opening 23 1 ⁄2"29 1 ⁄2"35 1 ⁄2"41 1 ⁄2" Mi n . Ro u g h O p e n i n g = W i n d o w H e i g h t + 1 ⁄ 2" 3 1 ⁄ 8" 4"4 3 ⁄4" 5 1 ⁄ 2" 55"55 13/16"56 9/16"57 3/8" 59"59 13/16"60 9/16"61 3/8" 1'-11 1/2" 2'-0" 20" 2'-5 1/2" 3'-6" 3'-5 1/2" 2'-6" 26"38"32" 2'-11 1/2" 3'-0" 17 1/4" 24 11/16" 26 11/16" 23 1/4"29 1/4"35 1/4" 7' - 5 " (2 2 6 1 ) 7' - 1 1 " (1 0 2 ) (1 2 1 ) 7' - 4 1/4" 7' - 3 1/2" 7 ' - 1 0 1/4" 7' - 9 1/2" (1418) (1519) 6' - 1 1 1 ⁄2" 7' - 2 5/8" 7' - 5 1 ⁄ 2" 7' - 8 5/8" Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 Si d e H e i g h t Radius Chord Height Unobstructed Glass (width of upper sash) Unobstructed Glass (width of lower sash) UnobstructedGlass (height of lower sash shown below) Unobstructed Glass (height of upper sash shown to right of window) Wi n d o w H e i g h t (s h o w n l e f t o f w i n d o w ) (902)(1054)(597)(749) (1 3 ) (7 9 ) (1 4 0 ) (2 2 0 0 ) (2 1 2 1 ) (2 2 4 2 ) (2 2 2 3 ) (2 3 5 3 ) (2 4 1 3 ) (2 2 7 3 ) (2 3 9 4 ) (2 3 7 5 ) (1397)(1437)(1457) (1499)(1538)(1559) (749) (762) (660) (597) (610) (508) (1054) (1067) (965) (902) (914) (813) (438) (627) (678) (591)(743)(895)Notes on previous page also apply to this page. Windows with a side height greater than 6'-5 1 ⁄2" (1969) are only available with a 2:1 reverse cottage sash ratio.* Arch Single-Hung Window Opening and Area Specifications Window Number Clear Opening Area Sq. Ft./(m2) Clear Opening in Full Open Position Glass Area Sq. Ft./(m2) Vent Area Sq. Ft./(m2) Top of Subfloor to Top of Inside Sill Stop Inches/(mm) Overall Window Area Sq. Ft./(m2) Width Inches/(mm) Height Inches/(mm) 2026 1.53 (0.14) 20" (508) 11 1/16"(280) 3.25 (0.30) 1.53 (0.14) 51 3/8"(1304) 5.16 (0.48) 2030 1.95 (0.18) 20"(508) 14 1/16"(357) 4.03 (0.37) 1.95 (0.18) 45 3/8"(1152) 6.14 (0.57) 2036 2.37 (0.22) 20"(508) 17 1/16"(433) 4.80 (0.45) 2.37 (0.22) 39 3/8"(1000) 7.12 (0.66) 2040 2.78 (0.26) 20"(508) 20 1/16"(509) 5.58 (0.52) 2.78 (0.26) 33 3/8"(847) 8.10 (0.75) 2046 3.20 (0.30) 20"(508) 23 1/16"(585) 6.36 (0.59) 3.20 (0.30) 27 3/8"(695) 9.08 (0.84) 2050 3.62 (0.34) 20"(508) 26 1/16"(661) 7.13 (0.66) 3.62 (0.34) 21 3/8"(542) 10.06 (0.93) 2056 4.03 (0.37) 20"(508) 29 1/16"(738) 7.91 (0.73) 4.03 (0.37) 15 3/8"(390) 11.04 (1.03) 2060 4.45 (0.41) 20"(508) 32 1/16"(814) 8.68 (0.81) 4.45 (0.41) 9 3/8"(238) 12.02 (1.12) 2066 4.87 (0.45) 20"(508) 35 1/16"(890) 9.46 (0.88) 4.87 (0.45) 16 7/8"**(429)**12.99 (1.21) 2070*3.48 (0.32) 20"(508) 25 1/16"(636) 10.48 (0.97) 3.48 (0.32) 10 7/8"**(276)**13.97 (1.30) 2076*3.76 (0.35) 20"(508) 27 1/16"(687) 11.28 (1.05) 3.76 (0.35) 4 7/8"**(124)**14.95 (1.39) 2626 1.99 (0.19) 26"(660) 11 1/16"(280) 4.39 (0.41) 1.99 (0.19) 50 9/16"(1284) 6.59 (0.61) 2630 2.53 (0.24) 26"(660) 14 1/16"(357) 5.41 (0.50) 2.53 (0.24) 44 9/16"(1132) 7.82 (0.73) 2636 3.08 (0.29) 26"(660) 17 1/16"(433) 6.44 (0.60) 3.08 (0.29) 38 9/16"(979) 9.05 (0.84) 2640 3.62 (0.34) 26"(660) 20 1/16"(509) 7.46 (0.69) 3.62 (0.34) 32 9/16"(827) 10.28 (0.95) 2646 4.16 (0.39) 26"(660) 23 1/16"(585) 8.49 (0.79) 4.16 (0.39) 26 9/16"(674) 11.51 (1.07) 2650 4.70 (0.44) 26"(660) 26 1/16"(661) 9.52 (0.88) 4.70 (0.44) 20 9/16"(522) 12.74 (1.18) 2656 5.24 (0.49) 26"(660) 29 1/16"(738) 10.54 (0.98) 5.24 (0.49) 14 9/16"(370) 13.97 (1.30) 2660 ◊5.78 (0.54) 26"(660) 32 1/16"(814) 11.57 (1.07) 5.78 (0.54) 8 9/16"(217) 15.20 (1.41) 2666 ◊6.33 (0.59) 26"(660) 35 1/16"(890) 12.59 (1.17) 6.33 (0.59) 16 1/16"**(429)**16.42 (1.53) 2670*4.52 (0.42) 26"(660) 25 1/16"(636) 13.87 (1.29) 4.52 (0.42) 10 1/16"**(256)**17.65 (1.64) 2676*4.88 (0.45) 26"(660) 27 1/16"(687) 14.91 (1.39) 4.88 (0.45) 4 1/16"**(103)**18.88 (1.75) 3026 2.45 (0.23) 32"(813) 11 1/16"(280) 5.57 (0.52) 2.45 (0.23) 49 3/4"(1263) 8.07 (0.75) 3030 3.12 (0.29) 32"(813) 14 1/16"(357) 6.84 (0.64) 3.12 (0.29) 43 3/4"(1111) 9.54 (0.89) continued on page 33 • “Top of Subfloor to Top of Inside Sill Stop” is calculated based upon a structural header height of 6'-10 1/2" (2096) except for XX66, XX70 and XX76 heights, which are calculated using a header height of 8' (2438). • Dimensions in parentheses are in millimeters or square meters. ◊ Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). *Available only with a 2:1 reverse cottage sash ratio. **Calculated based upon a structural header height of 8' (2438). (continued) Reverse Cottage* 2 1 31 10 0 S e r i e s S i n g l e - H u n g Wi n d o w s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 187 Custom-size windows are available in 1 ⁄8" (3) increments. See page 89 for custom sizes and specifications. For construction site convenience, an optional drywall pass-through window is available for removal and reinstallation of the upper and lower sash. Windows with a height greater than 6'-5 1 ⁄2" (1969) are only available with a 2:1 reverse cottage sash ratio.** Size tables for all windows with reverse cottage sash are available on andersenwindows.com. Details shown on pages 50-51. Grille patterns shown on page 47. • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. ◊Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). See table on page 39. †Drywall pass-through window available for these standard and reverse cottage sizes and for custom-size windows wider than 1'-11 1/2" (597) and taller than 4'-5 1/2" (1359). *For reverse cottage sash windows, meeting rail location = (window height in inches x 0.40) + 1.96". **For heights greater than 6'-5 1/2" (1969), meeting rail location = (window height in inches x 0.33) + 1.96". 2620 3020 3620 40201620 2020 2626 3026 3626 402616262026 2630 3030 3630 403016302030 2636 3036 3636 403616362036 2640 3040 3640 404016402040 2646 3046 3646 404616462046 2650 †3050 †3650 †4050 †1650 2050 2656†3056 †3656 †4056 †1656 2056 2660 †3060 †3660 †4060 †1660 2060 2666 †3066 †3666 †4066 †1666 2066 2670†3070†3670 †4070 †1670 2070 Reverse Cottage* 3 2 Window Dimension Unobstructed Glass (height of single sash) Minimum Rough Opening Table of Single-Hung Window Sizes Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 CU S T O M H E I G H T S — 23 1 ⁄2" t o 77 1 ⁄2" CUSTOM WIDTHS — 17 1 ⁄2" to 47 1 ⁄2" 2'-5 1/2" 2'-6" 23 1/4" 29 1/4" 2'-11 1/2" 3'-0" 41 1/4" 3'-11 1/2" 4'-0" 35 1/4" 3'-5 1/2" 3'-6" 11 1/4" 1'-5 1/2" 1'-6" 17 1/4" 1'-11 1/2" 2'-0" 7 9/16 " 2' - 0 " 2' - 1 1 1/2" 3' - 0 " 13 9/16 " 2' - 6 " 2' - 5 1/2" 10 9/16 " 3' - 5 1/2" 3' - 6 " 16 9/16 " 3' - 1 1 1/2" 4' - 0 " 19 9/16 " 4' - 5 1/2" 4' - 6 " 22 9/16 " 4' - 1 1 1/2" 5' - 0 " 25 9/16 " 5' - 5 1/2" 5' - 6 " 28 9/16 " 5' - 1 1 1/2" 6' - 0 " 31 9/16 " 1' - 1 1 1/2" 7' - 0 " 6' - 1 1 1/2" 6' - 5 1/2" 6' - 6 " 34 9/16 " 50 7/16" 24 5/8" CU S T O M HE I G H T S (749) (762) (591) (902) (914) (743) (1207) (1219) (1048) (1054) (1067) (895) (445) (457) (286) (597) (610) (438) (59 7 ) (61 0 ) (19 2 ) (7 4 9 ) (76 2 ) (26 8 ) (90 2 ) (91 4 ) (34 5 ) (16 6 4 ) (16 7 6 ) (72 6 ) (18 1 6 ) (18 2 9 ) (80 2 ) (12 0 7 ) (12 1 9 ) (49 7 ) (13 5 9 ) (57 3 ) (15 1 1 ) (15 2 4 ) (64 9 ) (13 7 2 ) (10 5 4 ) (10 6 7 ) (42 1 ) (2 1 2 1 ) (21 3 4 ) (19 6 9 ) (19 8 1 ) (87 8 ) (1282) (626) Reverse cottage sash is available based on a 3:2 ratio. Available in standard widths for the heights shown below. REVERSE COTTAGE CUSTOM WIDTHS — 17 1/2" (445) to 47 1/2" (1207) REVERSE COTTAGE CUSTOM HEIGHTS — 29 1/2" (749) to 77 1/2" (1969) continued on next page Reverse Cottage* 2 1 32 SINGLE-HUNG WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 188 2676†3076 †3676 †4076 †1676 2076 2 1 Window Dimension Unobstructed Glass Minimum Rough Opening Table of Single-Hung Window Sizes Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 2'-5 1/2" 2'-6" 23 1/4" 29 1/4" 2'-11 1/2" 3'-0" 41 1/4" 3'-11 1/2" 4'-0" 35 1/4" 3'-5 1/2" 3'-6" 11 1/4" 1'-5 1/2" 1'-6" 17 1/4" 1'-11 1/2" 2'-0" 7' - 5 1/2" 7' - 6 " 54 7/16" 26 5/8" (749) (762) (591) (902) (914) (743) (1207) (1219) (1048) (1054) (1067) (895) (445) (457) (286) (597) (610) (438) (22 7 3 ) (22 8 6 )(1383) (676) CU S T O M HE I G H T S CUSTOM WIDTHS Arch Single-Hung Window Opening and Area Specifications Window Number Clear Opening Area Sq. Ft./(m2) Clear Opening in Full Open Position Glass Area Sq. Ft./(m2) Vent Area Sq. Ft./(m2) Top of Subfloor to Top of Inside Sill Stop Inches/(mm) Overall Window Area Sq. Ft./(m2)Width Inches/(mm) Height Inches/(mm) 3036 3.79 (0.35) 32"(813) 17 1/16"(433) 8.12 (0.75) 3.79 (0.35) 37 3/4"(959) 11.02 (1.02) 3040 4.45 (0.41) 32"(813) 20 1/16"(509) 9.39 (0.87) 4.45 (0.41) 31 3/4"(806) 12.50 (1.16) 3046 5.12 (0.48) 32"(813) 23 1/16"(585) 10.67 (0.99) 5.12 (0.48) 25 3/4"(654) 13.98 (1.30) 3050 ◊5.79 (0.54) 32"(813) 26 1/16"(661) 11.95 (1.11) 5.79 (0.54) 19 3/4"(501) 15.46 (1.44) 3056 ◊6.45 (0.60) 32"(813) 29 1/16"(738) 13.22 (1.23) 6.45 (0.60) 13 3/4"(349) 16.94 (1.57) 3060 ◊7.12 (0.66) 32"(813) 32 1/16"(814) 14.50 (1.35) 7.12 (0.66) 7 3/4"(197) 18.42 (1.71) 3066 ◊7.79 (0.72) 32"(813) 35 1/16"(890) 15.77 (1.47) 7.79 (0.72) 15 1/4"**(387)**19.90 (1.85) 3070*5.56 (0.52) 32"(813) 25 1/16"(636) 17.30 (1.61) 5.56 (0.52) 9 1/4"**(235)**21.38 (1.99) 3076 ◊*6.01 (0.56) 32"(813) 27 1/16"(687) 18.59 (1.73) 6.01 (0.56) 3 1/4"**(83)**22.86 (2.12) 3626 2.91 (0.27) 38"(965) 11 1/16"(280) 6.79 (0.63) 2.91 (0.27) 48 15/16"(1243) 9.59 (0.89) 3630 3.70 (0.34) 38"(965) 14 1/16"(357) 8.32 (0.77) 3.70 (0.34) 42 15/16"(1091) 11.31 (1.05) 3636 4.50 (0.42) 38"(965) 17 1/16"(433) 9.84 (0.91) 4.50 (0.42) 36 15/16"(938) 13.04 (1.21) 3640 5.29 (0.49) 38"(965) 20 1/16"(509) 11.37 (1.06) 5.29 (0.49) 30 15/16"(786) 14.77 (1.37) 3646 6.08 (0.56) 38"(965) 23 1/16"(585) 12.89 (1.20) 6.08 (0.56) 24 15/16"(633) 16.50 (1.53) 3650 ◊6.87 (0.64) 38"(965) 26 1/16"(661) 14.42 (1.34) 6.87 (0.64) 18 15/16"(481) 18.23 (1.69) 3656 ◊7.66 (0.71) 38"(965) 29 1/16"(738) 15.95 (1.48) 7.66 (0.71) 12 15/16"(329) 19.96 (1.85) 3660 ◊8.45 (0.79) 38"(965) 32 1/16"(814) 17.47 (1.62) 8.45 (0.79) 6 15/16"(176) 21.69 (2.02) 3666 ◊9.25 (0.86) 38"(965) 35 1/16"(890) 19.00 (1.77) 9.25 (0.86) 14 7/16"**(367)**23.42 (2.18) 3670 ◊*6.61 (0.61) 38"(965) 25 1/16"(636) 20.77 (1.93) 6.61 (0.61) 8 7/16"**(214)**25.15 (2.34) 3676 ◊*7.14 (0.66) 38" (965) 27 1/16"(687) 22.32 (2.07) 7.14 (0.66) 2 7/16"**(62)**26.88 (2.50) Single-Hung Window Opening and Area Specifications Window Number Clear Opening Area Sq. Ft./(m2) Clear Opening in Full Open Position Glass Area Sq. Ft./(m2) Vent Area Sq. Ft./(m2) Top of Subfloor to Top of Inside Sill Stop Inches/(mm) Overall Window Area Sq. Ft./(m2)Width Inches/(mm) Height Inches/(mm) 1620 0.78 (0.07) 14" (356) 8 1/16"(204) 1.18 (0.11) 0.78 (0.07) 60 1/2"(1537) 2.86 (0.27) 1626 1.07 (0.10) 14" (356) 11 1/16"(280) 1.65 (0.15) 1.07 (0.10) 54 1/2"(1384) 3.59 (0.33) 1630 1.37 (0.13) 14" (356) 14 1/16"(357) 2.12 (0.20) 1.37 (0.13) 48 1/2"(1232) 4.31 (0.40) 1636 1.66 (0.15)14" (356) 17 1/16"(433) 2.59 (0.24) 1.66 (0.15) 42 1/2"(1080) 5.04 (0.47) 1640 1.95 (0.18) 14" (356) 20 1/16"(509) 3.05 (0.28) 1.95 (0.18) 36 1/2"(927) 5.77 (0.54) 1646 2.24 (0.21) 14" (356) 23 1/16"(585) 3.52 (0.33) 2.24 (0.21) 30 1/2"(775) 6.50 (0.60) 1650 2.53 (0.24) 14" (356) 26 1/16"(661) 3.99 (0.37) 2.53 (0.24) 24 1/2"(622) 7.23 (0.67) 1656 2.82 (0.26) 14" (356) 29 1/16"(738) 4.46 (0.41) 2.82 (0.26) 18 1/2"(470) 7.96 (0.74) 1660 3.12 (0.29) 14" (356) 32 1/16"(814) 4.93 (0.46) 3.12 (0.29) 12 1/2"(318) 8.69 (0.81) 1666 3.41 (0.32) 14" (356) 35 1/16"(890) 5.40 (0.50) 3.41 (0.32) 6 1/2"(165) 9.42 (0.88) 1670*2.43 (0.23) 14" (356) 25 1/16"(636) 5.87 (0.55) 2.43 (0.23) 14"**(356)**10.15 (0.94) (continued) continued on page 39 (continued from page 31) For reverse cottage, twin and triple single-hung window specifications, see pages 41, 43 and 45. • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. ◊Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). See table on bottom of this page≠≠. †Drywall pass-through window available for these standard and reverse cottage sizes and for custom-size windows wider than 1'-11 1/2" (597) and taller than 4'-5 1/2" (1359). *For heights greater than 6'-5 1/2" (1969), meeting rail location = (window height in inches x 0.33) + 1.96". Notes on previous page also apply to this page. Windows with a height greater than 6'-5 1 ⁄2" (1969) are only available with a 2:1 reverse cottage sash ratio.* Size tables for all windows with reverse cottage sash are available on andersenwindows.com. • “Top of Subfloor to Top of Inside Sill Stop” is calculated based upon a structural header height of 6'-10 1/2" (2096) except for XX66, XX70 and XX76 heights, which are calculated using a header height of 8' (2438). • Dimensions in parentheses are in millimeters or square meters. ◊ Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). *Available only with a 2:1 reverse cottage sash ratio. **Calculated based upon a structural header height of 8' (2438). • “Top of Subfloor to Top of Inside Sill Stop” is calculated based upon a structural header height of 6'-10 1/2" (2096) except for XX70 and XX76 heights, which are calculated using a header height of 8' (2438). • Dimensions in parentheses are in millimeters or square meters. ◊ Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). *Available only with a 2:1 reverse cottage sash ratio. **Calculated based upon a structural header height of 8' (2438). Reverse Cottage* 2 1 33 10 0 S e r i e s S i n g l e - H u n g Wi n d o w s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 189 • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. ◊Meets or exceed clear opening area of 5.7 sq. ft. 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). See tables on pages 43 and 45. 2010-2 2610-21610-2 2016-2 2616-2 2020-2 2620-21620-2 3010-2 3016-2 3020-2 1616-2 2620-2 3020-2 3620-2 4020-21620-2 2020-2 2626-2 3026-2 3626-2 4026-21626-2 2026-2 2630-2 3030-2 3630-2 4030-21630-2 2030-2 2636-2 3036-2 3636-2 4036-21636-2 2036-2 2640-2 3040-2 3640-2 4040-21640-2 2040-2 2646-2 3046-2 3646-2 4046-21646-2 2046-2 2650-2 3050-2 3650-2 4050-21650-2 2050-2 3610-2 4010-2 3616-2 4016-2 3620-2 4020-2 1610-3 1616-3 1620-3 1620-3 1626-3 1630-3 1636-3 1640-3 1646-3 1650-3 1656-3 1660-3 2656-2 3056-2 3656-2 4056-21656-2 2056-2 2660-2 3060-2 3660-2 4060-21660-2 2060-2 Window Dimension Unobstructed Glass (width of single sash) Minimum Rough Opening Table of Twin and Triple Single-Hung Window Sizes Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 CU S T O M H E I G H T S — 23 1 ⁄2" t o 71 1 ⁄2" CUSTOM WIDTHS TWIN — 35 1 ⁄2" to 95 1 ⁄2" 11 1/4" 2'-11 1/2" 3'-0" 17 1/4" 3'-11 1/2" 4'-0" 7 9/16 " 2' - 0 " 2' - 1 1 1/2" 3' - 0 " 13 9/16 " 2' - 6 " 2' - 5 1/2" 10 9/16 " 3' - 5 1/2" 3' - 6 " 16 9/16 " 3' - 1 1 1/2" 4' - 0 " 19 9/16 " 4' - 5 1/2" 4' - 6 " 22 9/16 " 4' - 1 1 1/2" 5' - 0 " 25 9/16 " 5' - 5 1/2" 5' - 6 " 28 9/16 " 5' - 1 1 1/2" 6' - 0 " 31 9/16 " 1' - 1 1 1/2" 23 1/4" 4'-11 1/2" 5'-0"6'-0" 5'-11 1/2" 29 1/4"35 1/4" 6'-11 1/2" 7'-0" 41 1/4" 7'-11 1/2" 8'-0" 4'-5 1/2" 4'-6" 11 1/4" 11 1/4" 1' - 5 1/2" 1' - 6 " 5 1/4" 11 1/2" 1' - 0 " 17 1/4" 1' - 1 1 1/2" 2' - 0 " (902) (914) (286) (1207) (1219) (438) (59 7 ) (61 0 ) (1 9 2 ) (7 4 9 ) (76 2 ) (26 8 ) (90 2 ) (91 4 ) (34 5 ) (16 6 4 ) (16 7 6 ) (72 6 ) (18 1 6 ) (18 2 9 ) (80 2 ) (12 0 7 ) (12 1 9 ) (49 7 ) (13 5 9 ) (57 3 ) (15 1 1 ) (15 2 4 ) (64 9 ) (13 7 2 ) (10 5 4 ) (10 6 7 ) (42 1 ) (1511) (1524) (591) (1816) (1829) (743) (2121) (2134) (895) (2426) (2438) (1048) (1359) (1372) (286) (44 5 ) (45 7 ) (28 6 ) (29 2 ) (30 5 ) (13 3 ) (59 7 ) (61 0 ) (43 8 ) Notes on next page also apply to this page. 34 SINGLE-HUNG WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 190 • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. ◊Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). See tables on pages 43 and 45. Custom-size windows are available in 1 ⁄8" (3) increments. See page 89 for custom sizes and specifications. Windows have one continuous outer frame. Twin and triple transoms are also shown. See pages 70-71 for more information. Details shown on pages 50-51. Grille patterns shown on page 47. 2010-3 2610-3 3010-3 3610-3 4010-3 2016-3 2616-3 3016-3 3616-3 4016-3 2020-3 2620-3 3020-3 3620-3 4020-3 2020-3 2620-3 3020-3 3620-3 4020-3 2026-3 2626-3 3026-3 3626-3 4026-3 2030-3 2630-3 3030-3 3630-3 4030-3 2036-3 2636-3 3036-3 3636-3 4036-3 2040-3 2640-3 3040-3 3640-3 4040-3 2046-3 2646-3 3046-3 3646-3 4040-3 2050-3 2650-3 3050-3 3650-3 4050-3 2056-3 2656-3 3056-3 3656-3 4056-3 2060-3 2660-3 3060-3 3660-3 4060-3 6'-0" 5'-11 1/2" 17 1/4"23 1/4" 7'-5 1/2" 7'-6" 29 1/4" 8'-11 1/2" 9'-0" 35 1/4" 10'-5 1/2" 10'-6" 41 1/4" 11'-11 1/2" 12'-0" CUSTOM WIDTHS TRIPLE — 53 1 ⁄2" to 143 1 ⁄2" (1816) (1829) (438) (2273) (2286) (591) (2731) (2743) (743) (3188) (3200) (895) (3645) (3658) (1048) 35 10 0 S e r i e s S i n g l e - H u n g Wi n d o w s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 191 • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. ◊Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). Windows have one continuous outer frame. Unobstructed glass height dimension of upper transom sash is 5 1 ⁄4" (133). Details shown on pages 50-51. Grille patterns shown on page 47. 26102630 30103030 36103630 401040301610163020102030 26102636 30103036 36103636 401040361610163620102036 26102640 30103040 36103640 401040401610164020102040 26102646 30103046 36103646 401040461610164620102046 26102650 30103050 36103650 401040501610165020102050 26102656 30103056 36103656 401040561610165620102056 26102660 30103060 36103660 401040601610166020102060 Window Dimension Unobstructed Glass (height of individual single-hung sash only) Minimum Rough Opening Table of Sizes – 10-High Transom Window Over Single-Hung Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 2'-5 1/2" 2'-6" 23 1/4" 29 1/4" 2'-11 1/2" 3'-0" 41 1/4" 3'-11 1/2" 4'-0" 35 1/4" 3'-5 1/2" 3'-6" 111/4" 1'-5 1/2" 1'-6" 17 1/4" 1'-11 1/2" 2'-0" 3' - 1 1 1/2" 4' - 0 " 13 9/16 " 4' - 5 1/2" 4' - 6 " 16 9/16 " 4' - 1 1 1/2" 5' - 0 " 19 9/16 " 5' - 5 1/2" 5' - 6 " 22 9/16 " 6' - 1 1 1/2" 7' - 0 " 31 9/16 " 6' - 6 " 6' - 5 1/2" 28 9/16 " 5' - 1 1 1/2" 6' - 0 " 25 9/16 " (749) (762) (591) (902) (914) (743) (1207) (1219) (1048) (1054) (1067) (895) (445) (457) (286) (597) (610) (438) (15 1 1 ) (15 2 4 ) (49 7 ) (16 6 4 ) (16 7 6 ) (57 3 ) (12 0 7 ) (34 5 ) (13 5 9 ) (13 7 2 ) (42 1 ) (12 1 9 ) (21 2 1 ) (21 3 4 ) (80 2 ) (1 9 6 9 ) (19 8 1 ) (72 6 ) (18 1 6 ) (18 2 9 ) (64 9 ) 36 SINGLE-HUNG WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 192 • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. ◊Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). Windows have one continuous outer frame. Unobstructed glass height dimension of upper transom sash is 11 1 ⁄4" (286). Details shown on pages 50-51. Grille patterns shown on page 47. 26162630 30163030 36163630 401640301616163020162030 26162636 30163036 36163636 401640361616163620162036 26162640 30163040 36163640 401640401616164020162040 26162646 30163046 36163646 401640461616164620162046 26162650 30163050 36163650 4016 40501616165020162050 26162656 30163056 36163656 401640561616165620162056 26162660 30163060 36163660 401640601616166020162060 Window Dimension Unobstructed Glass (height of individual single-hung sash only) Minimum Rough Opening Table of Sizes – 16-High Transom Window Over Single-Hung Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 2'-5 1/2" 2'-6" 23 1/4" 29 1/4" 2'-11 1/2" 3'-0" 41 1/4" 3'-11 1/2" 4'-0" 35 1/4" 3'-5 1/2" 3'-6" 11 1/4" 1'-5 1/2" 1'-6" 17 1/4" 1'-11 1/2" 2'-0" 4' - 5 1/2" 4' - 6 " 13 9/16 " 4' - 1 1 1/2" 5' - 0 " 16 9/16 " 5' - 5 1/2" 5' - 6 " 19 9/16 " 5' - 1 1 1/2" 6' - 0 " 22 9/16 " 7' - 5 1/2" 7' - 6 " 31 9/16 " 7' - 0 " 6' - 1 1 1/2" 28 9/16 " 6' - 5 1/2" 6' - 6 " 25 9/16 " (749) (762) (591) (902) (914) (743) (1207) (1219) (1048) (1054) (1067) (895) (445) (457) (286) (597) (610) (438) (16 6 4 ) (16 7 6 ) (49 7 ) (18 1 6 ) (18 2 9 ) (57 3 ) (13 5 9 ) (34 5 ) (15 1 1 ) (15 2 4 ) (42 1 ) (13 7 2 ) (22 7 3 ) (22 8 6 ) (80 2 ) (2 1 2 1 ) (21 3 4 ) (72 6 ) (19 6 9 ) (19 8 1 ) (64 9 ) 37 10 0 S e r i e s S i n g l e - H u n g Wi n d o w s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 193 • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. ◊Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). Windows have one continuous outer frame. Unobstructed glass height dimension of upper transom sash is 17 1 ⁄4" (438). Details shown on pages 50-51. Grille patterns shown on page 47. 26202630 30203030 36203630 402040301620163020202030 26202636 30203036 36203636 402040361620163620202036 26202640 30203040 36203640 402040401620164020202040 26202646 30203046 36203646 402040461620164620202046 26202650 30203050 36203650 402040501620165020202050 26202656 30203056 36203656 402040561620165620202056 26202660 30203060 36203660 4020 4060 16201660 20202060 Window Dimension Unobstructed Glass (height of individual single-hung sash only) Minimum Rough Opening Table of Sizes – 20-High Transom Window Over Single-Hung Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 2'-5 1/2" 2'-6" 23 1/4" 29 1/4" 2'-11 1/2" 3'-0" 41 1/4" 3'-11 1/2" 4'-0" 35 1/4" 3'-5 1/2" 3'-6" 11 1/4" 1'-5 1/2" 1'-6" 17 1/4" 1'-11 1/2" 2'-0" 4' - 1 1 1/2" 5' - 0 " 13 9/16 " 5' - 5 1/2" 5' - 6 " 16 9/16 " 5' - 1 1 1/2" 6' - 0 " 19 9/16 " 6' - 5 1/2" 6' - 6 " 22 9/16 " 7' - 1 1 1/2" 8' - 0 " 31 9/16 " 7' - 6 " 7' - 5 1/2" 28 9/16 " 6' - 1 1 1/2" 7' - 0 " 25 9/16 " (749) (762) (591) (902) (914) (743) (1207) (1219) (1048) (1054) (1067) (895) (445) (457) (286) (597) (610) (438) (1 81 6 ) (18 2 9 ) (49 7 ) (19 6 9 ) (19 8 1 ) (57 3 ) (15 1 1 ) (34 5 ) (16 6 4 ) (16 7 6 ) (42 1 ) (15 2 4 ) (24 2 6 ) (24 3 8 ) (80 2 ) (2 2 7 3 ) (22 8 6 ) (72 6 ) (21 2 1 ) (21 3 4 ) (64 9 ) 38 SINGLE-HUNG WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 194 • “Top of Subfloor to Top of Inside Sill Stop” is calculated based upon a structural header height of 6'-10 1/2" (2096) except for XX70 and XX76 heights, which are calculated using a header height of 8' (2438). • Dimensions in parentheses are in millimeters or square meters. ◊ Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). *Available only with a 2:1 reverse cottage sash ratio. **Calculated based upon a structural header height of 8' (2438). Single-Hung Window Opening and Area Specifications Window Number Clear Opening Area Sq. Ft./(m2) Clear Opening in Full Open Position Glass Area Sq. Ft./(m2) Vent Area Sq. Ft./(m2) Top of Subfloor to Top of Inside Sill Stop Inches/(mm) Overall Window Area Sq. Ft./(m2) Width Inches/(mm) Height Inches/(mm) 1676*2.63 (0.24) 14" (356) 27 1/16"(687) 6.34 (0.59) 2.63 (0.24) 8"**(203)**10.88 (1.01) 2020 1.12 (0.10) 20" (508) 8 1/16"(204) 1.81 (0.17) 1.12 (0.10) 60 1/2"(1537) 3.84 (0.36) 2026 1.53 (0.14) 20" (508) 11 1/16"(280) 2.53 (0.24) 1.53 (0.14) 54 1/2"(1384) 4.81 (0.45) 2030 1.95 (0.18) 20" (508) 14 1/16"(357) 3.25 (0.30) 1.95 (0.18) 48 1/2"(1232) 5.79 (0.54) 2036 2.37 (0.22) 20" (508) 17 1/16"(433) 3.96 (0.37) 2.37 (0.22) 42 1/2"(1080) 6.77 (0.63) 2040 2.78 (0.26) 20" (508) 20 1/16"(509) 4.68 (0.44) 2.78 (0.26) 36 1/2"(927) 7.75 (0.72) 2046 3.20 (0.30) 20" (508) 23 1/16"(585) 5.40 (0.50) 3.20 (0.30) 30 1/2"(775) 8.73 (0.81) 2050 3.62 (0.34) 20" (508) 26 1/16"(661) 6.12 (0.57) 3.62 (0.34) 24 1/2"(622) 9.71 (0.90) 2056 4.03 (0.38) 20" (508) 29 1/16"(738) 6.84 (0.64) 4.03 (0.38) 18 1/2"(470) 10.69 (0.99) 2060 4.45 (0.41) 20" (508) 32 1/16"(814) 7.56 (0.70) 4.45 (0.41) 12 1/2"(318) 11.67 (1.08) 2066 4.87 (0.45) 20" (508) 35 1/16"(890) 8.28 (0.77) 4.87 (0.45) 6 1/2"(165) 12.65 (1.18) 2070*3.48 (0.32) 20" (508) 25 1/16"(636) 9.00 (0.84) 3.48 (0.32) 14"**(356)**13.63 (1.27) 2076*3.76 (0.35) 20" (508) 27 1/16"(687) 9.71 (0.90) 3.76 (0.35) 8"**(203)**14.61 (1.36) 2620 1.45 (0.14) 26" (660) 8 1/16"(204) 2.44 (0.23) 1.45 (0.14) 60 1/2"(1537) 4.81 (0.45) 2626 1.99 (0.19) 26" (660) 11 1/16"(280) 3.41 (0.32) 1.99 (0.19) 54 1/2"(1384) 6.04 (0.56) 2630 2.54 (0.24) 26" (660) 14 1/16"(357) 4.37 (0.41) 2.54 (0.24) 48 1/2"(1232) 7.27 (0.68) 2636 3.08 (0.29) 26" (660) 17 1/16"(433) 5.34 (0.50) 3.08 (0.29) 42 1/2"(1080) 8.50 (0.79) 2640 3.62 (0.34) 26" (660) 20 1/16"(509) 6.31 (0.59) 3.62 (0.34) 36 1/2"(927) 9.73 (0.90) 2646 4.16 (0.39) 26" (660) 23 1/16"(585) 7.28 (0.68) 4.16 (0.39) 30 1/2"(775) 10.96 (1.02) 2650 4.70 (0.44) 26" (660) 26 1/16"(661) 8.25 (0.77) 4.70 (0.44) 24 1/2"(622) 12.19 (1.13) 2656 5.24 (0.49) 26" (660) 29 1/16"(738) 9.22 (0.86) 5.24 (0.49) 18 1/2"(470) 13.42 (1.25) 2660 ◊5.79 (0.54) 26" (660) 32 1/16"(814) 10.19 (0.95) 5.79 (0.54) 12 1/2"(318) 14.65 (1.36) 2666 ◊6.33 (0.59) 26" (660) 35 1/16"(890) 11.16 (1.04) 6.33 (0.45) 6 1/2"(165) 15.88 (1.48) 2670*4.52 (0.42) 26" (660) 25 1/16"(636) 12.12 (1.13) 4.52 (0.42) 14"**(356)**17.11 (1.59) 2676*4.88 (0.45) 26" (660) 27 1/16"(687) 13.09 (1.22) 4.88 (0.45) 8"**(203)**18.34 (1.70) 3020 1.79 (0.17) 32" (813) 8 1/16"(204) 3.07 (0.29) 1.79 (0.17) 60 1/2"(1537) 5.79 (0.54) 3026 2.45 (0.23) 32" (813) 11 1/16"(280) 4.28 (0.40) 2.45 (0.23) 54 1/2"(1384) 7.27 (0.68) 3030 3.12 (0.29) 32" (813) 14 1/16"(357) 5.50 (0.51) 3.12 (0.29) 48 1/2"(1232) 8.75 (0.81) 3036 3.79 (0.35) 32" (813) 17 1/16"(433) 6.72 (0.62) 3.79 (0.35) 42 1/2"(1080) 10.23 (0.95) 3040 4.45 (0.41) 32" (813) 20 1/16"(509) 7.94 (0.74) 4.45 (0.41) 36 1/2"(927) 11.71 (1.09) 3046 5.12 (0.48) 32" (813) 23 1/16"(585) 9.16 (0.85) 5.12 (0.48) 30 1/2"(775) 13.19 (1.23) 3050 ◊5.79 (0.54) 32" (813) 26 1/16"(661) 10.38 (0.96) 5.79 (0.54) 24 1/2"(622) 14.67 (1.36) 3056 ◊6.45 (0.60) 32" (813) 29 1/16"(738) 11.60 (1.08) 6.45 (0.60) 18 1/2"(470) 16.15 (1.50) 3060 ◊7.12 (0.66) 32" (813) 32 1/16"(814) 12.82 (1.19) 7.12 (0.66) 12 1/2"(318) 17.63 (1.64) 3066 ◊7.79 (0.72) 32" (813) 35 1/16"(890) 14.03 (1.30) 7.79 (0.72) 6 1/2"(165) 19.11 (1.78) 3070*5.56 (0.52) 32" (813) 25 1/16"(636) 15.25 (1.42) 5.56 (0.52) 14"**(356)**20.59 (1.91) 3076 ◊*6.01 (0.56) 32" (813) 27 1/16"(687) 16.47 (1.53) 6.01 (0.56) 8"**(203)**22.06 (2.05) 3620 2.12 (0.20) 38" (965) 8 1/16"(204) 3.69 (0.34) 2.12 (0.20) 60 1/2"(1537) 6.77 (0.63) 3626 2.91 (0.27) 38" (965) 11 1/16"(280) 5.16 (0.48) 2.91 (0.27) 54 1/2"(1384) 8.50 (0.79) 3630 3.71 (0.34) 38" (965) 14 1/16"(357) 6.63 (0.62) 3.71 (0.34) 48 1/2"(1232) 10.23 (0.95) 3636 4.50 (0.42) 38" (965) 17 1/16"(433) 8.10 (0.75) 4.50 (0.42) 42 1/2"(1080) 11.96 (1.11) 3640 5.29 (0.49) 38" (965) 20 1/16"(509) 9.57 (0.89) 5.29 (0.49) 36 1/2"(927) 13.69 (1.27) 3646 6.08 (0.57) 38" (965) 23 1/16"(585) 11.04 (1.03) 6.08 (0.57) 30 1/2"(775) 15.42 (1.43) 3650 ◊6.87 (0.64) 38" (965) 26 1/16"(661) 12.51 (1.16) 6.87 (0.64) 24 1/2"(622) 17.15 (1.59) 3656 ◊7.66 (0.71) 38" (965) 29 1/16"(738) 13.98 (1.30) 7.66 (0.71) 18 1/2"(470) 18.88 (1.75) 3660 ◊8.46 (0.79) 38" (965) 32 1/16"(814) 15.44 (1.44) 8.46 (0.79) 12 1/2"(318) 20.61 (1.91) 3666 ◊9.25 (0.86) 38" (965) 35 1/16"(890) 16.91 (1.57) 9.25 (0.86) 6 1/2"(165) 22.34 (2.08) 3670 ◊*6.61 (0.61) 38" (965) 25 1/16"(636) 18.38 (1.71) 6.61 (0.61) 14"**(356)**24.06 (2.24) 3676 ◊*7.14 (0.66) 38" (965) 27 1/16"(687) 19.85 (1.84) 7.14 (0.66) 8"**(203)**25.79 (2.40) 4020 2.46 (0.23) 44" (1118) 8 1/16"(204) 4.32 (0.40) 2.46 (0.23) 60 1/2"(1537) 7.75 (0.72) 4026 3.37 (0.31) 44"(1118) 11 1/16"(280) 6.04 (0.56) 3.37 (0.31) 54 1/2"(1384) 9.73 (0.90) 4030 4.29 (0.40) 44"(1118) 14 1/16"(357) 7.76 (0.72) 4.29 (0.40) 48 1/2"(1232) 11.71 (1.09) 4036 5.21 (0.48) 44"(1118) 17 1/16"(433) 9.48 (0.88) 5.21 (0.48) 42 1/2"(1080) 13.69 (1.27) 4040 6.12 (0.57) 44"(1118) 20 1/16"(509) 11.20 (1.04) 6.12 (0.57) 36 1/2"(927) 15.67 (1.46) 4046 7.04 (0.65) 44"(1118) 23 1/16"(585) 12.92 (1.20) 7.04 (0.65) 30 1/2"(775) 17.65 (1.64) 4050 ◊7.96 (0.74) 44"(1118) 26 1/16"(661) 14.64 (1.36) 7.96 (0.74) 24 1/2"(622) 19.63 (1.82) 4056 ◊8.87 (0.82) 44"(1118) 29 1/16"(738) 16.35 (1.52) 8.87 (0.82) 18 1/2"(470) 21.61 (2.01) 4060 ◊9.79 (0.91) 44" (1118) 32 1/16"(814) 18.07 (1.68) 9.79 (0.91) 12 1/2"(318) 23.59 (2.19) 4066 ◊10.71 (1.00) 44"(1118) 35 1/16"(890) 19.79 (1.84) 10.70 (1.00) 6 1/2"(165) 25.56 (2.38) 4070 ◊*7.65 (0.71) 44"(1118) 25 1/16"(636) 21.51 (2.00) 7.65 (0.71) 14"**(356)**27.54 (2.56) 4076 ◊*8.26 (0.77) 44"(1118) 27 1/16"(687) 23.23 (2.16) 8.26 (0.77) 8"**(203)**29.52 (2.74) (continued from page 33) For arch single-hung window specifications, see pages 31 and 33. For reverse cottage, twin and triple single-hung window specifications, see pages 41, 43 and 45. 39 1 0 0 S e r i e s S i n g l e - H u n g Wind o w s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 195 16-4640-16 16-5040-16 16-5640-1616-3040-16 16-4040-16 16-4646-16 16-5046-16 16-5646-1616-3046-16 16-4046-16 16-4650-16 16-5050-16 16-5650-1616-3050-16 16-4050-16 16-4656-16 16-5056-16 16-5656-1616-3056-16 16-4056-16 16-4660-16 16-5060-16 16-5660-1616-3060-16 16-4060-16 16-4610-16 16-5010-16 16-5610-1616-3010-16 16-4010-16 16-4616-16 16-5016-16 16-5616-1616-3016-16 16-4016-16 16-4620-16 16-5020-16 16-5620-1616-3020-16 16-4020-16 16-3640-16 16-3646-16 16-3650-16 16-3656-16 16-3660-16 16-3610-16 16-3616-16 16-3620-16 Window Dimension Unobstructed Glass (center sash only) Minimum Rough Opening Table of Sizes – Picture Window With Flanking 16-Wide Single-Hungs Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 6'-0" 5'-11 1/2" 29 1/4"35 1/4" 6'-5 1/2" 6'-6" 41 1/4" 6'-11 1/2" 7'-0" 47 1/4" 7'-5 1/2" 7'-6" 53 1/4" 7'-11 1/2" 8'-0" 59 1/4" 8'-5 1/2" 8'-6" 11 1/4" 1' - 5 1/2" 1' - 6 " 5 1/4" 11 1/2" 1' - 0 " 17 1/4" 1' - 1 1 1/2" 2' - 0 " 3' - 1 1 1/2" 4' - 0 " 41 1/4" 4' - 5 1/2" 4' - 6 " 47 1/4" 4' - 1 1 1/2" 5' - 0 " 53 1/4" 5' - 5 1/2" 5' - 6 " 59 1/4" 5' - 1 1 1/2" 6' - 0 " 65 1/4" (1816) (1829) (743) (1969) (1981) (895) (2121) (2134) (1048) (2273) (2286) (1200) (2426) (2438) (1353) (2578) (2591) (1505) (44 5 ) (45 7 ) (28 6 ) (29 2 ) (30 5 ) (13 3 ) (59 7 ) (61 0 ) (43 8 ) (16 6 4 ) (16 7 6 ) (15 0 5 ) (18 1 6 ) (18 2 9 ) (16 5 7 ) (12 0 7 ) (12 1 9 ) (10 4 8 ) (13 5 9 ) (12 0 0 ) (15 1 1 ) (15 2 4 ) (13 5 3 ) (13 7 2 ) Windows have one continuous outer frame. Unobstructed glass width dimension of flanking sash is 11 1 ⁄4" (286). For unobstructed glass height dimensions of flanking single-hungs, see page 32. Matching transoms are also shown. Details shown on pages 50-51. Grille patterns shown on page 47. • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. 40 SINGLE-HUNG WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 196 16-6040-16 16-6046-16 16-6050-16 16-6056-16 16-6060-16 16-6010-16 16-6016-16 16-6020-16 65 1/4" 8'-11 1/2" 9'-0" (2731) (2743) (1657) See notes on previous page. Single-Hung Window Opening and Area Specifications – 3:2 Reverse Cottage Sash Ratio Window Number Clear Opening Area Sq. Ft./(m2) Clear Opening in Full Open Position Glass Area Sq. Ft./(m2) Vent Area Sq. Ft./(m2) Top of Subfloor to Top of Inside Sill Stop Inches/(mm) Overall Window Area Sq. Ft./(m2) Width Inches/(mm) Height Inches/(mm) 1626 0.88 (0.08) 14"(356) 9 1/16"(230) 1.65 (0.15) 0.88 (0.08) 54 1/2"(1384) 3.59 (0.33) 1630 1.07 (0.10) 14"(356) 11 1/16"(280) 2.12 (0.20) 1.07 (0.10) 48 1/2"(1232) 4.31 (0.40) 1636 1.37 (0.13) 14"(356) 14 1/16"(357) 2.59 (0.24) 1.37 (0.13) 42 1/2"(1080) 5.04 (0.47) 1640 1.56 (0.15) 14"(356) 16 1/16"(407) 3.05 (0.28) 1.56 (0.15) 36 1/2"(927) 5.77 (0.54) 1646 1.85 (0.17) 14"(356) 19 1/16"(484) 3.52 (0.33) 1.85 (0.17) 30 1/2"(775) 6.50 (0.60) 1650 2.05 (0.19) 14"(356) 21 1/16"(534) 3.99 (0.37) 2.05 (0.19) 24 1/2"(622) 7.23 (0.67) 1656 2.24 (0.21) 14"(356) 23 1/16"(585) 4.46 (0.41) 2.24 (0.21) 18 1/2"(470) 7.96 (0.74) 1660 2.53 (0.24) 14"(356) 26 1/16"(661) 4.93 (0.46) 2.53 (0.24) 12 1/2"(318) 8.69 (0.81) 1666 2.73 (0.25) 14"(356) 28 1/16"(712) 5.40 (0.50) 2.73 (0.25) 6 1/2"(165) 9.42 (0.88) 2026 1.26 (0.12) 20"(508) 9 1/16"(230) 2.53 (0.24) 1.26 (0.12) 54 1/2"(1384) 4.81 (0.45) 2030 1.53 (0.14) 20"(508) 11 1/16"(280) 3.25 (0.30) 1.53 (0.14) 48 1/2"(1232) 5.79 (0.54) 2036 1.95 (0.18) 20"(508) 14 1/16"(357) 3.96 (0.37) 1.95 (0.18) 42 1/2"(1080) 6.77 (0.63) 2040 2.23 (0.21) 20"(508) 16 1/16"(407) 4.68 (0.44) 2.23 (0.21) 36 1/2"(927) 7.75 (0.72) 2046 2.64 (0.25) 20"(508) 19 1/16"(484) 5.40 (0.50) 2.64 (0.25) 30 1/2"(775) 8.73 (0.81) 2050 2.92 (0.27) 20"(508) 21 1/16"(534) 6.12 (0.57) 2.92 (0.27) 24 1/2"(622) 9.71 (0.90) 2056 3.20 (0.30) 20"(508) 23 1/16"(585) 6.84 (0.64) 3.20 (0.30) 18 1/2"(470) 10.69 (0.99) 2060 3.62 (0.34) 20"(508) 26 1/16"(661) 7.56 (0.70) 3.62 (0.34) 12 1/2"(318) 11.67 (1.08) 2066 3.89 (0.36) 20"(508) 28 1/16"(712) 8.28 (0.77) 3.89 (0.36) 6 1/2"(165) 12.65 (1.18) 2626 1.63 (0.15) 26"(660) 9 1/16"(230) 3.41 (0.32) 1.63 (0.15) 54 1/2"(1384) 6.04 (0.56) 2630 1.99 (0.19) 26"(660) 11 1/16"(280) 4.37 (0.41) 1.99 (0.19) 48 1/2"(1232) 7.27 (0.68) 2636 2.54 (0.24) 26"(660) 14 1/16"(357) 5.34 (0.50) 2.54 (0.24) 42 1/2"(1080) 8.50 (0.79) 2640 2.90 (0.27) 26"(660) 16 1/16"(407) 6.31 (0.59) 2.90 (0.27) 36 1/2"(927) 9.73 (0.90) 2646 3.44 (0.32) 26"(660) 19 1/16"(484) 7.28 (0.68) 3.44 (0.32) 30 1/2"(775) 10.96 (1.02) 2650 3.80 (0.35) 26"(660) 21 1/16"(534) 8.25 (0.77) 3.80 (0.35) 24 1/2"(622) 12.19 (1.13) 2656 4.16 (0.39) 26"(660) 23 1/16"(585) 9.22 (0.86) 4.16 (0.39) 18 1/2"(470) 13.42 (1.25) 2660 4.70 (0.44) 26"(660) 26 1/16"(661) 10.19 (0.95) 4.70 (0.44) 12 1/2"(318) 14.65 (1.36) 2666 5.06 (0.47) 26"(660) 28 1/16"(712) 11.16 (1.04) 5.06 (0.47) 6 1/2"(165) 15.88 (1.48) 3026 2.01 (0.19) 32"(813) 9 1/16"(230) 4.28 (0.40) 2.01 (0.19) 54 1/2"(1384) 7.27 (0.68) 3030 2.45 (0.23) 32"(813) 11 1/16"(280) 5.50 (0.51) 2.45 (0.23) 48 1/2"(1232) 8.75 (0.81) 3036 3.12 (0.29) 32"(813) 14 1/16"(357) 6.72 (0.62) 3.12 (0.29) 42 1/2"(1080) 10.23 (0.95) 3040 3.56 (0.33) 32"(813) 16 1/16"(407) 7.94 (0.74) 3.56 (0.33) 36 1/2"(927) 11.71 (1.09) 3046 4.23 (0.39) 32"(813) 19 1/16"(484) 9.16 (0.85) 4.23 (0.39) 30 1/2"(775) 13.19 (1.23) 3050 4.68 (0.43) 32"(813) 21 1/16"(534) 10.38 (0.96) 4.68 (0.43) 24 1/2"(622) 14.67 (1.36) 3056 5.12 (0.48) 32"(813) 23 1/16"(585) 11.60 (1.08) 5.12 (0.48) 18 1/2"(470) 16.15 (1.50) 3060 ◊5.79 (0.54) 32"(813) 26 1/16"(661) 12.82 (1.19) 5.79 (0.54) 12 1/2"(318) 17.63 (1.64) 3066 ◊6.23 (0.58) 32"(813) 28 1/16"(712) 14.03 (1.30) 6.23 (0.58) 6 1/2"(165) 19.11 (1.78) 3626 2.39 (0.22) 38"(965) 9 1/16"(230) 5.16 (0.48) 2.39 (0.22) 54 1/2"(1384) 8.50 (0.79) 3630 2.91 (0.27) 38"(965) 11 1/16"(280) 6.63 (0.62) 2.91 (0.27) 48 1/2"(1232) 10.23 (0.95) 3636 3.71 (0.34) 38"(965) 14 1/16"(357) 8.10 (0.75) 3.71 (0.34) 42 1/2"(1080) 11.96 (1.11) 3640 4.23 (0.39) 38"(965) 16 1/16"(407) 9.57 (0.89) 4.23 (0.39) 36 1/2"(927) 13.69 (1.27) 3646 5.02 (0.47) 38"(965) 19 1/16"(484) 11.04 (1.03) 5.02 (0.47) 30 1/2"(775) 15.42 (1.43) 3650 5.55 (0.52) 38"(965) 21 1/16"(534) 12.51 (1.16) 5.55 (0.52) 24 1/2"(622) 17.15 (1.59) 3656 6.08 (0.57) 38"(965) 23 1/16"(585) 13.98 (1.30) 6.08 (0.57) 18 1/2"(470) 18.88 (1.75) 3660 ◊6.87 (0.64) 38"(965) 26 1/16"(661) 15.44 (1.44) 6.87 (0.64) 12 1/2"(318) 20.61 (1.91) 3666 ◊7.40 (0.69) 38"(965) 28 1/16"(712) 16.91 (1.57) 7.40 (0.69) 6 1/2"(165) 22.34 (2.08) 4026 2.76 (0.26) 44"(1118) 9 1/16"(230) 6.04 (0.56) 2.76 (0.26) 54 1/2"(1384) 9.73 (0.90) 4030 3.37 (0.31) 44"(1118) 11 1/16"(280) 7.76 (0.72) 3.37 (0.31) 48 1/2"(1232) 11.71 (1.09) 4036 4.29 (0.40) 44"(1118) 14 1/16"(357) 9.48 (0.88) 4.29 (0.40) 42 1/2"(1080) 13.69 (1.27) 4040 4.90 (0.46) 44"(1118) 16 1/16"(407) 11.20 (1.04) 4.90 (0.46) 36 1/2"(927) 15.67 (1.46) 4046 5.82 (0.54) 44"(1118) 19 1/16"(484) 12.92 (1.20) 5.82 (0.54) 30 1/2"(775) 17.65 (1.64) 4050 6.43 (0.60) 44"(1118) 21 1/16"(534) 14.64 (1.36) 6.43 (0.60) 24 1/2"(622) 19.63 (1.82) 4056 7.04 (0.65) 44"(1118) 23 1/16"(585) 16.35 (1.52) 7.04 (0.65) 18 1/2"(470) 21.61 (2.01) 4060 ◊7.96 (0.74) 44"(1118) 26 1/16"(661) 18.07 (1.68) 7.96 (0.74) 12 1/2"(318) 23.59 (2.19) 4066 ◊8.57 (0.80) 44"(1118) 28 1/16"(712) 19.79 (1.84) 8.57 (0.80) 6 1/2"(165) 25.56 (2.38) • “Top of Subfloor to Top of Inside Sill Stop” is calculated based upon a structural header height of 6'-10 1/2" (2096). • Dimensions in parentheses are in millimeters or square meters. ◊ Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). 41 10 0 S e r i e s S i n g l e - H u n g Wi n d o w s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 197 • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. Windows have one continuous outer frame. Unobstructed glass width dimension of flanking sash is 17 1 ⁄4" (438). For unobstructed glass height dimensions of flanking single-hungs, see page 32. Matching transoms are also shown. Details shown on pages 50-51. Grille patterns shown on page 47. 20-4640-20 20-5040-2020-3040-20 20-4040-20 20-4646-20 20-5046-2020-3046-20 20-4046-20 20-4650-20 20-5050-2020-3050-20 20-4050-20 20-4656-20 20-5056-2020-3056-20 20-4056-20 20-4660-20 20-5060-2020-3060-20 20-4060-20 20-4610-20 20-5010-2020-3010-20 20-4010-20 20-4616-20 20-5016-2020-3016-20 20-4016-20 20-4620-20 20-5020-2020-3020-20 20-4020-20 20-3640-20 20-3646-20 20-3650-20 20-3656-20 20-3660-20 20-3610-20 20-3616-20 20-3620-20 Window Dimension Unobstructed Glass (center sash only) Minimum Rough Opening Table of Sizes – Picture Window With Flanking 20-Wide Single-Hungs Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 29 1/4" 6'-11 1/2" 7'-0" 35 1/4" 7'-5 1/2" 7'-6" 41 1/4" 7'-11 1/2" 8'-0" 47 1/4" 8'-5 1/2" 8'-6" 53 1/4" 8'-11 1/2" 9'-0" 11 1/4" 1' - 5 1/2" 1' - 6 " 5 1/4" 11 1/2" 1' - 0 " 17 1/4" 1' - 1 1 1/2" 2' - 0 " 3' - 1 1 1/2" 4' - 0 " 41 1/4" 4' - 5 1/2" 4' - 6 " 47 1/4" 4' - 1 1 1/2" 5' - 0 " 53 1/4" 5' - 5 1/2" 5' - 6 " 59 1/4" 5' - 1 1 1/2" 6' - 0 " 65 1/4" (2121) (2134) (743) (2273) (2286) (895) (2426) (2438) (1048) (2578) (2591) (1200) (2731) (2743) (1353) (44 5 ) (45 7 ) (28 6 ) (29 2 ) (30 5 ) (13 3 ) (59 7 ) (61 0 ) (43 8 ) (16 6 4 ) (16 7 6 ) (15 0 5 ) (18 1 6 ) (18 2 9 ) (16 5 7 ) (12 0 7 ) (12 1 9 ) (10 4 8 ) (13 5 9 ) (12 0 0 ) (15 1 1 ) (15 2 4 ) (13 5 3 ) (13 7 2 ) 42 SINGLE-HUNG WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 198 20-5640-20 20-5646-20 20-5650-20 20-5656-20 20-5660-20 20-6040-20 20-6046-20 20-6050-20 20-6056-20 20-6060-20 20-5610-20 20-6010-20 20-5616-20 20-6016-20 20-5620-20 20-6020-20 59 1/4" 9'-5 1/2" 9'-6" 65 1/4" 9'-11 1/2" 10'-0" (2883) (2896) (1505) (3035) (3048) (1657) Notes on previous page also apply to this page. Twin Single-Hung Window Opening and Area Specifications Window Number Clear Opening Area Sq. Ft./(m2) Clear Opening in Full Open Position Glass Area Sq. Ft./(m2) Vent Area Sq. Ft./(m2) Top of Subfloor to Top of Inside Sill Stop Inches/(mm) Overall Window Area Sq. Ft./(m2)Width Inches/(mm) Height Inches/(mm) 1620-2 0.78 (0.07) 14"(356) 8 1/16"(204) 2.36 (0.22) 1.56 (0.15) 60 1/2"(1537) 5.79 (0.54) 1626-2 1.07 (0.10) 14"(356) 11 1/16"(280) 3.30 (0.31) 2.15 (0.20) 54 1/2"(1384) 7.27 (0.68) 1630-2 1.37 (0.13) 14"(356) 14 1/16"(357) 4.23 (0.39) 2.73 (0.25) 48 1/2"(1232) 8.75 (0.81) 1636-2 1.66 (0.15) 14"(356) 17 1/16"(433) 5.17 (0.48) 3.31 (0.31) 42 1/2"(1080) 10.23 (0.95) 1640-2 1.95 (0.18) 14"(356) 20 1/16"(509) 6.11 (0.57) 3.90 (0.36) 36 1/2"(927) 11.71 (1.09) 1646-2 2.24 (0.21) 14"(356) 23 1/16"(585) 7.05 (0.66) 4.48 (0.42) 30 1/2"(775) 13.19 (1.23) 1650-2 2.53 (0.24) 14"(356) 26 1/16"(661) 7.98 (0.74) 5.06 (0.47) 24 1/2"(622) 14.67 (1.36) 1656-2 2.82 (0.26) 14"(356) 29 1/16"(738) 8.92 (0.83) 5.65 (0.53) 18 1/2"(470) 16.15 (1.50) 1660-2 3.12 (0.29) 14"(356) 32 1/16"(814) 9.86 (0.92) 6.23 (0.58) 12 1/2"(318) 17.63 (1.64) 2020-2 1.12 (0.10) 20"(508) 8 1/16"(204) 3.62 (0.34) 2.23 (0.21) 60 1/2"(1537) 7.75 (0.72) 2026-2 1.53 (0.14) 20"(508) 11 1/16"(280) 5.05 (0.47) 3.07 (0.29) 54 1/2"(1384) 9.73 (0.90) 2030-2 1.95 (0.18) 20"(508) 14 1/16"(357) 6.49 (0.60) 3.90 (0.36) 48 1/2"(1232) 11.71 (1.09) 2036-2 2.37 (0.22) 20"(508) 17 1/16"(433) 7.93 (0.74) 4.73 (0.44) 42 1/2"(1080) 13.69 (1.27) 2040-2 2.78 (0.26) 20"(508) 20 1/16"(509) 9.37 (0.87) 5.57 (0.52) 36 1/2"(927) 15.67 (1.46) 2046-2 3.20 (0.30) 20"(508) 23 1/16"(585) 10.80 (1.00) 6.40 (0.60) 30 1/2"(775) 17.65 (1.64) 2050-2 3.62 (0.34) 20"(508) 26 1/16"(661) 12.24 (1.14) 7.23 (0.67) 24 1/2"(622) 19.63 (1.82) 2056-2 4.03 (0.38) 20"(508) 29 1/16"(738) 13.68 (1.27) 8.07 (0.75) 18 1/2"(470) 21.61 (2.01) 2060-2 4.45 (0.41) 20"(508) 32 1/16"(814) 15.12 (1.40) 8.90 (0.83) 12 1/2"(318) 23.59 (2.19) 2620-2 1.45 (0.14) 26"(660) 8 1/16"(204) 4.87 (0.45) 2.90 (0.27) 60 1/2"(1537) 9.71 (0.90) 2626-2 1.99 (0.19) 26"(660) 11 1/16"(280) 6.81 (0.63) 3.99 (0.37) 54 1/2"(1384) 12.19 (1.13) 2630-2 2.54 (0.24) 26"(660) 14 1/16"(357) 8.75 (0.81) 5.07 (0.47) 48 1/2"(1232) 14.67 (1.36) 2636-2 3.08 (0.29) 26"(660) 17 1/16"(433) 10.69 (0.99) 6.15 (0.57) 42 1/2"(1080) 17.15 (1.59) 2640-2 3.62 (0.34) 26"(660) 20 1/16"(509) 12.62 (1.17) 7.24 (0.67) 36 1/2"(927) 19.63 (1.82) 2646-2 4.16 (0.39) 26"(660) 23 1/16"(585) 14.56 (1.35) 8.32 (0.77) 30 1/2"(775) 22.11 (2.05) 2650-2 4.70 (0.44) 26"(660) 26 1/16"(661) 16.50 (1.53) 9.40 (0.87) 24 1/2"(622) 24.59 (2.28) 2656-2 5.24 (0.49) 26"(660) 29 1/16"(738) 18.44 (1.71) 10.49 (0.97) 18 1/2"(470) 27.06 (2.51) 2660-2 ◊5.79 (0.54) 26" (660) 32 1/16"(814) 20.37 (1.89) 11.57 (1.08) 12 1/2"(318) 29.54 (2.75) 3020-2 1.79 (0.17) 32" (813) 8 1/16"(204) 6.13 (0.57) 3.57 (0.33) 60 1/2"(1537) 11.67 (1.08) 3026-2 2.45 (0.23) 32" (813) 11 1/16"(280) 8.57 (0.80) 4.91 (0.46) 54 1/2"(1384) 14.65 (1.36) 3030-2 3.12 (0.29) 32"(813) 14 1/16"(357) 11.01 (1.02) 6.24 (0.58) 48 1/2"(1232) 17.63 (1.64) 3036-2 3.79 (0.35) 32" (813) 17 1/16"(433) 13.44 (1.25) 7.57 (0.70) 42 1/2"(1080) 20.61 (1.91) 3040-2 4.45 (0.41) 32" (813) 20 1/16"(509) 15.88 (1.48) 8.91 (0.83) 36 1/2"(927) 23.59 (2.19) 3046-2 5.12 (0.48) 32" (813) 23 1/16"(585) 18.32 (1.70) 10.24 (0.95) 30 1/2"(775) 26.56 (2.47) 3050-2 ◊5.79 (0.54) 32"(813) 26 1/16"(661) 20.76 (1.93) 11.57 (1.08) 24 1/2"(622) 29.54 (2.75) 3056-2 ◊6.45 (0.60) 32" (813) 29 1/16"(738) 23.19 (2.16) 12.91 (1.20) 18 1/2"(470) 32.52 (3.02) 3060-2 ◊7.12 (0.66) 32" (813) 32 1/16"(814) 25.63 (2.38) 14.24 (1.32) 12 1/2"(318) 35.50 (3.30) 3620-2 2.12 (0.20) 38" (965) 8 1/16"(204) 7.39 (0.69) 4.24 (0.39) 60 1/2"(1537) 13.63 (1.27) 3626-2 2.91 (0.27) 38" (965) 11 1/16"(280) 10.33 (0.96) 5.83 (0.54) 54 1/2"(1384) 17.11 (1.59) 3630-2 3.71 (0.34) 38" (965) 14 1/16"(357) 13.26 (1.23) 7.41 (0.69) 48 1/2"(1232) 20.59 (1.91) 3636-2 4.50 (0.42) 38" (965) 17 1/16"(433) 16.20 (1.51) 8.99 (0.84) 42 1/2"(1080) 24.06 (2.24) 3640-2 5.29 (0.49) 38" (965) 20 1/16"(509) 19.14 (1.78) 10.58 (0.98) 36 1/2"(927) 27.54 (2.56) 3646-2 6.08 (0.57) 38" (965) 23 1/16"(585) 22.08 (2.05) 12.16 (1.13) 30 1/2"(775) 31.02 (2.88) 3650-2 ◊6.87 (0.64) 38" (965) 26 1/16"(661) 25.01 (2.32) 13.74 (1.28) 24 1/2"(622) 34.50 (3.21) 3656-2 ◊7.66 (0.71) 38"(965) 29 1/16"(738) 27.95 (2.60) 15.33 (1.42) 18 1/2"(470) 37.98 (3.53) 3660-2 ◊8.46 (0.79) 38"(965) 32 1/16"(814) 30.89 (2.87) 16.91 (1.57) 12 1/2"(318) 41.46 (3.85) 4020-2 2.46 (0.23) 44"(1118) 8 1/16"(204) 8.65 (0.80) 4.91 (0.46) 60 1/2"(1537) 15.59 (1.45) 4026-2 3.37 (0.31) 44" (1118) 11 1/16"(280) 12.08 (1.12) 6.75 (0.63) 54 1/2"(1384) 19.56 (1.82) 4030-2 4.29 (0.40) 44" (1118) 14 1/16"(357) 15.52 (1.44) 8.58 (0.80) 48 1/2"(1232) 23.54 (2.19) 4036-2 5.21 (0.48) 44" (1118) 17 1/16"(433) 18.96 (1.76) 10.41 (0.97) 42 1/2"(1080) 27.52 (2.56) 4040-2 6.12 (0.57) 44"(1118) 20 1/16"(509) 22.40 (2.08) 12.25 (1.14) 36 1/2"(927) 31.50 (2.93) 4046-2 7.04 (0.65) 44"(1118) 23 1/16"(585) 25.83 (2.40) 14.08 (1.31) 30 1/2"(775) 35.48 (3.30) 4050-2 ◊7.96 (0.74) 44" (1118) 26 1/16"(661) 29.27 (2.72) 15.91 (1.48) 24 1/2"(622) 39.46 (3.67) 4056-2 ◊8.87 (0.82) 44"(1118) 29 1/16"(738) 32.71 (3.04) 17.75 (1.65) 18 1/2"(470) 43.44 (4.04) 4060-2 ◊9.79 (0.91) 44" (1118) 32 1/16"(814) 36.15 (3.36) 19.58 (1.82) 12 1/2"(318) 47.42 (4.41) • “Top of Subfloor to Top of Inside Sill Stop” is calculated based upon a structural header height of 6'-10 1/2" (2096). • Dimensions in parentheses are in millimeters or square meters. ◊ Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). 43 10 0 S e r i e s S i n g l e - H u n g Wi n d o w s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 199 Windows have one continuous outer frame. Unobstructed glass width dimension of flanking sash is 23 1 ⁄4" (591). For unobstructed glass height dimensions of flanking single-hungs, see page 32. Matching transoms are also shown. Details shown on pages 50-51. Grille patterns shown on page 47. 26-4640-26 26-5040-2626-3040-26 26-4040-26 26-4646-26 26-5046-2626-3046-26 26-4046-26 26-4650-26 26-5050-2626-3050-26 26-4050-26 26-4656-26 26-5056-2626-3056-26 26-4056-26 26-4660-26 26-5060-2626-3060-26 26-4060-26 26-4610-26 26-5010-2626-3010-26 26-4010-26 26-4616-26 26-5016-2626-3016-26 26-4016-26 26-4620-26 26-5020-2626-3020-26 26-4020-26 26-3640-26 26-3646-26 26-3650-26 26-3656-26 26-3660-26 26-3610-26 26-3616-26 26-3620-26 Window Dimension Unobstructed Glass (center sash only) Minimum Rough Opening Table of Sizes – Picture Window With Flanking 26-Wide Single-Hungs Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 29 1/4" 7'-11 1/2" 8'-0" 35 1/4" 8'-5 1/2" 8'-6" 41 1/4" 8'-11 1/2" 9'-0" 11 1/4" 1' - 5 1/2" 1' - 6 " 5 1/4" 11 1/2" 1' - 0 " 17 1/4" 1' - 1 1 1/2" 2' - 0 " 3' - 1 1 1/2" 4' - 0 " 41 1/4" 4' - 5 1/2" 4' - 6 " 47 1/4" 4' - 1 1 1/2" 5' - 0 " 53 1/4" 5' - 5 1/2" 5' - 6 " 59 1/4" 5' - 1 1 1/2" 6' - 0 " 65 1/4" 47 1/4" 9'-5 1/2" 9'-6" 53 1/4" 9'-11 1/2" 10'-0" (2426) (2438) (743) (2578) (2591) (895) (2731) (2743) (1048) (44 5 ) (45 7 ) (28 6 ) (29 2 ) (30 5 ) (13 3 ) (59 7 ) (61 0 ) (43 8 ) (16 6 4 ) (16 7 6 ) (15 0 5 ) (18 1 6 ) (18 2 9 ) (16 5 7 ) (12 0 7 ) (12 1 9 ) (10 4 8 ) (13 5 9 ) (12 0 0 ) (15 1 1 ) (15 2 4 ) (13 5 3 ) (13 7 2 ) (2883) (2896) (1200) (3035) (3048) (1353) • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. ◊ Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). 44 SINGLE-HUNG WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 200 26-5640-26 26-5646-26 26-5650-26 26-5656-26 26-5660-26 26-6040-26 26-6046-26 26-6050-26 26-6056-26 26-6060-26 26-5610-26 26-6010-26 26-5616-26 26-6016-26 26-5620-26 26-6020-26 59 1/4" 10'-5 1/2" 10'-6" 65 1/4" 10'-11 1/2" 11'-0" (3188) (3200) (1505) (3340) (3353) (1657) Notes on previous page also apply to this page. Triple Single-Hung Window Opening and Area Specifications Window Number Clear Opening Area Sq. Ft./(m2) Clear Opening in Full Open Position Glass Area Sq. Ft./(m2) Vent Area Sq. Ft./(m2) Top of Subfloor to Top of Inside Sill Stop Inches/(mm) Overall Window Area Sq. Ft./(m2) Width Inches/(mm) Height Inches/(mm) 1620-3 0.78 (0.07) 14"(356) 8 1/16"(204) 3.54 (0.33) 2.35 (0.22) 60 1/2"(1537) 8.73 (0.81) 1626-3 1.07 (0.10) 14"(356) 11 1/16"(280) 4.94 (0.46) 3.22 (0.30) 54 1/2"(1384) 10.96 (1.02) 1630-3 1.37 (0.13) 14"(356) 14 1/16"(357) 6.35 (0.59) 4.10 (0.38) 48 1/2"(1232) 13.19 (1.23) 1636-3 1.66 (0.15) 14"(356) 17 1/16"(433) 7.76 (0.72) 4.97 (0.46) 42 1/2"(1080) 15.42 (1.43) 1640-3 1.95 (0.18) 14"(356) 20 1/16"(509) 9.16 (0.85) 5.85 (0.54) 36 1/2"(927) 17.65 (1.64) 1646-3 2.24 (0.21) 14"(356) 23 1/16"(585) 10.57 (0.98) 6.72 (0.62) 30 1/2"(775) 19.88 (1.85) 1650-3 2.53 (0.24) 14"(356) 26 1/16"(661) 11.97 (1.11) 7.60 (0.71) 24 1/2"(622) 22.11 (2.05) 1656-3 2.82 (0.26) 14"(356) 29 1/16"(738) 13.38 (1.24) 8.47 (0.79) 18 1/2"(470) 24.34 (2.26) 1660-3 3.12 (0.29) 14"(356) 32 1/16"(814) 14.79 (1.37) 9.35 (0.87) 12 1/2"(318) 26.56 (2.47) 2020-3 1.12 (0.10) 20"(508) 8 1/16"(204) 5.42 (0.50) 3.35 (0.31) 60 1/2"(1537) 11.67 (1.08) 2026-3 1.53 (0.14) 20"(508) 11 1/16"(280) 7.58 (0.70) 4.60 (0.43) 54 1/2"(1384) 14.65 (1.36) 2030-3 1.95 (0.18) 20"(508) 14 1/16"(357) 9.74 (0.90) 5.85 (0.54) 48 1/2"(1232) 17.63 (1.64) 2036-3 2.37 (0.22) 20"(508) 17 1/16"(433) 11.89 (1.11) 7.10 (0.66) 42 1/2"(1080) 20.61 (1.91) 2040-3 2.78 (0.26) 20"(508) 20 1/16"(509) 14.05 (1.31) 8.35 (0.78) 36 1/2"(927) 23.59 (2.19) 2046-3 3.20 (0.30) 20"(508) 23 1/16"(585) 16.20 (1.51) 9.60 (0.89) 30 1/2"(775) 26.56 (2.47) 2050-3 3.62 (0.34) 20"(508) 26 1/16"(661) 18.36 (1.71) 10.85 (1.01) 24 1/2"(622) 29.54 (2.75) 2056-3 4.03 (0.38) 20"(508) 29 1/16"(738) 20.52 (1.91) 12.10 (1.12) 18 1/2"(470) 32.52 (3.02) 2060-3 4.45 (0.41) 20"(508) 32 1/16"(814) 22.67 (2.11) 13.35 (1.24) 12 1/2"(318) 35.50 (3.30) 2620-3 1.45 (0.14) 26"(660) 8 1/16"(204) 7.31 (0.68) 4.35 (0.41) 60 1/2"(1537) 14.61 (1.36) 2626-3 1.99 (0.19) 26"(660) 11 1/16"(280) 10.22 (0.95) 5.98 (0.56) 54 1/2"(1384) 18.34 (1.70) 2630-3 2.54 (0.24) 26"(660) 14 1/16"(357) 13.12 (1.22) 7.60 (0.71) 48 1/2"(1232) 22.06 (2.05) 2636-3 3.08 (0.29) 26"(660) 17 1/16"(433) 16.03 (1.49) 9.23 (0.86) 42 1/2"(1080) 25.79 (2.40) 2640-3 3.62 (0.34) 26"(660) 20 1/16"(509) 18.93 (1.76) 10.85 (1.01) 36 1/2"(927) 29.52 (2.74) 2646-3 4.16 (0.39) 26"(660) 23 1/16"(585) 21.84 (2.03) 12.48 (1.16) 30 1/2"(775) 33.25 (3.09) 2650-3 4.70 (0.44) 26"(660) 26 1/16"(661) 24.75 (2.30) 14.10 (1.31) 24 1/2"(622) 36.98 (3.44) 2656-3 5.24 (0.49) 26"(660) 29 1/16"(738) 27.65 (2.57) 15.73 (1.46) 18 1/2"(470) 40.71 (3.78) 2660-3 ◊5.79 (0.54) 26"(660) 32 1/16"(814) 30.56 (2.84) 17.35 (1.61) 12 1/2"(318) 44.44 (4.13) 3020-3 1.79 (0.17) 32" (813) 8 1/16"(204) 9.20 (0.85) 5.36 (0.50) 60 1/2"(1537) 17.54 (1.63) 3026-3 2.45 (0.23) 32" (813) 11 1/16"(280) 12.85 (1.19) 7.36 (0.68) 54 1/2"(1384) 22.02 (2.05) 3030-3 3.12 (0.29) 32" (813) 14 1/16"(357) 16.51 (1.53) 9.36 (0.87) 48 1/2"(1232) 26.50 (2.46) 3036-3 3.79 (0.35) 32" (813) 17 1/16"(433) 20.16 (1.87) 11.36 (1.06) 42 1/2"(1080) 30.98 (2.88) 3040-3 4.45 (0.41) 32" (813) 20 1/16"(509) 23.82 (2.21) 13.36 (1.24) 36 1/2"(927) 35.46 (3.29) 3046-3 5.12 (0.48) 32" (813) 23 1/16"(585) 27.48 (2.55) 15.36 (1.43) 30 1/2"(775) 39.94 (3.71) 3050-3 ◊5.79 (0.54) 32" (813) 26 1/16"(661) 31.13 (2.89) 17.36 (1.61) 24 1/2"(622) 44.42 (4.13) 3056-3 ◊6.45 (0.60) 32" (813) 29 1/16"(738) 34.79 (3.23) 19.36 (1.80) 18 1/2"(470) 48.90 (4.54) 3060-3 ◊7.12 (0.66) 32" (813) 32 1/2"(814) 38.45 (3.57) 21.36 (1.98) 12 1/2"(318) 53.38 (4.96) 3620-3 2.12 (0.20) 38"(965) 8 1/16"(204) 11.08 (1.03) 6.36 (0.59) 60 1/2"(1537) 20.48 (1.90) 3626-3 2.91 (0.27) 38"(965) 11 1/16"(280) 15.49 (1.44) 8.74 (0.81) 54 1/2"(1384) 25.71 (2.39) 3630-3 3.71 (0.34) 38"(965) 14 1/16"(357) 19.89 (1.85) 11.11 (1.03) 48 1/2"(1232) 30.94 (2.87) 3636-3 4.50 (0.42) 38"(965) 17 1/16"(433) 24.30 (2.26) 13.49 (1.25) 42 1/2"(1080) 36.17 (3.36) 3640-3 5.29 (0.49) 38"(965) 20 1/16"(509) 28.71 (2.67) 15.86 (1.47) 36 1/2"(927) 41.40 (3.85) 3646-3 6.08 (0.57) 38"(965) 23 1/16"(585) 33.11 (3.08) 18.24 (1.69) 30 1/2"(775) 46.63 (4.33) 3650-3 ◊6.87 (0.64) 38"(965) 26 1/16"(661) 37.52 (3.49) 20.61 (1.92) 24 1/2"(622) 51.86 (4.82) 3656-3 ◊7.66 (0.71) 38"(965) 29 1/16"(738) 41.93 (3.90) 22.99 (2.14) 18 1/2"(470) 57.09 (5.30) 3660-3 ◊8.46 (0.79) 38"(965) 32 1/16"(814) 46.33 (4.30) 25.36 (2.36) 12 1/2"(318) 62.31 (5.79) 4020-3 2.46 (0.23) 44"(1118) 8 1/16"(204) 12.97 (1.21) 7.37 (0.69) 60 1/2"(1537) 23.42 (2.18) 4026-3 3.37 (0.31) 44"(1118) 11 1/16"(280) 18.12 (1.68) 10.12 (0.94) 54 1/2"(1384) 29.40 (2.73) 4030-3 4.29 (0.40) 44"(1118) 14 1/16"(357) 23.28 (2.16) 12.87 (1.20) 48 1/2"(1232) 35.38 (3.29) 4036-3 5.21 (0.48) 44"(1118) 17 1/16"(433) 28.44 (2.64) 15.62 (1.45) 42 1/2"(1080) 41.36 (3.84) 4040-3 6.12 (0.57) 44"(1118) 20 1/16"(509) 33.59 (3.12) 18.37 (1.71) 36 1/2"(927) 47.34 (4.40) 4046-3 7.04 (0.65) 44"(1118) 23 1/16"(585) 38.75 (3.60) 21.12 (1.96) 30 1/2"(775) 53.31 (4.95) 4050-3 ◊7.96 (0.74) 44"(1118) 26 1/16"(661) 43.91 (4.08) 23.87 (2.22) 24 1/2"(622) 59.29 (5.51) 4056-3 ◊8.87 (0.82) 44"(1118) 29 1/16"(738) 49.06 (4.56) 26.62 (2.47) 18 1/2"(470) 65.27 (6.06) 4060-3 ◊9.79 (0.91) 44"(1118) 32 1/16"(814) 54.22 (5.04) 29.37 (2.73) 12 1/2"(318) 71.25 (6.62) • “Top of Subfloor to Top of Inside Sill Stop” is calculated based upon a structural header height of 6'-10 1/2" (2096). • Dimensions in parentheses are in millimeters or square meters. ◊ Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). 45 10 0 S e r i e s S i n g l e - H u n g Wi n d o w s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 201 30-4640-3030-3040-30 30-4040-30 30-4646-3030-3046-30 30-4046-30 30-4650-3030-3050-30 30-4050-30 30-4656-3030-3056-30 30-4056-30 30-4660-3030-3060-30 30-4060-30 30-4610-3030-3010-30 30-4010-30 30-4616-3030-3016-30 30-4016-30 30-4620-3030-3020-30 30-4020-30 30-3640-30 30-3646-30 30-3650-30 30-3656-30 30-3660-30 30-3610-30 30-3616-30 30-3620-30 Window Dimension Unobstructed Glass (center sash only) Minimum Rough Opening Table of Sizes – Picture Window With Flanking 30-Wide Single-Hungs Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 29 1/4" 8'-11 1/2" 9'-0" 11 1/4" 1' - 5 1/2" 1' - 6 " 5 1/4" 11 1/2" 1' - 0 " 17 1/4" 1' - 1 1 1/2" 2' - 0 " 3' - 1 1 1/2" 4' - 0 " 41 1/4" 4' - 5 1/2" 4' - 6 " 47 1/4" 4' - 1 1 1/2" 5' - 0 " 53 1/4" 5' - 5 1/2" 5' - 6 " 59 1/4" 5' - 1 1 1/2" 6' - 0 " 65 1/4" 35 1/4" 9'-5 1/2" 9'-6" 41 1/4" 9'-11 1/2" 10'-0" 47 1/4" 10'-5 1/2" 10'-6" (2731) (2743) (743) (44 5 ) (45 7 ) (28 6 ) (29 2 ) (30 5 ) (13 3 ) (59 7 ) (61 0 ) (43 8 ) (16 6 4 ) (16 7 6 ) (15 0 5 ) (18 1 6 ) (18 2 9 ) (16 5 7 ) (12 0 7 ) (12 1 9 ) (10 4 8 ) (13 5 9 ) (12 0 0 ) (15 1 1 ) (15 2 4 ) (13 5 3 ) (13 7 2 ) (2883) (2896) (895) (3035) (3048) (1048) (3188) (3200) (1200) • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. ◊ Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). Notes on next page also apply to this page. 46 SINGLE-HUNG WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 202 Windows have one continuous outer frame. Unobstructed glass width dimension of flanking sash is 29 1 ⁄4" (743). For unobstructed glass height dimensions of flanking single-hungs, see page 32. Matching transoms are also shown. Details shown on pages 50-51. Grille patterns shown below.30-5040-30 30-5640-30 30-5046-30 30-5646-30 30-5050-30 30-5650-30 30-5056-30 30-5656-30 30-5060-30 30-5660-30 30-6040-30 30-6046-30 30-6050-30 30-6056-30 30-6060-30 30-5010-30 30-5610-30 30-6010-30 30-5016-30 30-5616-30 30-6016-30 30-5020-30 30-5620-30 30-6020-30 53 1/4" 10'-11 1/2" 11'-0" 59 1/4" 11'-5 1/2" 11'-6" 65 1/4" 11'-11 1/2" 12'-0" (3340) (3353) (1353) (3493) (3505) (1505) (3645) (3658) (1657) • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. ◊ Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). Specied Equal Light Examples Custom Example*Custom Single-hung window patterns are also available in Upper Sash Only (USO) configurations. For picture window patterns that require alignment with single-hung patterns, identify the single-hung sash style (equal or reverse cottage) when ordering. Number of lights and overall pattern varies with window size. Patterns shown may not be available for all sizes. Specified equal light and custom grille patterns are also available. For specified equal light, specify number of same-size rectangles across or down. For more information on divided light, see page 13 or visit andersenwindows.com/grilles. Prairie A Colonial Fractional Short Single-Hung Grille Patterns *Grille illustration reflects a window taller than 6'-5 1/2" (1969) with a 2:1 sash ratio. • Dimensions in parentheses are in millimeters. 47 10 0 S e r i e s S i n g l e - H u n g Wi n d o w s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 203 1 3 ⁄4" (4 4 ) Wi n d o w D i m e n s i o n H e i g h t Mi n i m u m R o u g h O p e n i n g Un o b s t r u c t e d Gl a s s 1 5 ⁄16" (33) 3 1 ⁄4" (83) 1 ⁄4" (6 ) 3 1 ⁄ 8" (7 9 ) 1 ⁄4" (6 ) Un o b s t r u c t e d Gl a s s 2 3 ⁄16 " (5 6 ) Low-E Glass Insect Screen sill head meeting rail Sill Stop to Suboor Dimension 1 3 ⁄4" (44) Clear Opening 1 7 ⁄16" (37) Arch Single-Hung Window Details – New Construction Scale 1 1 ⁄2" (38) = 1'-0" (305) — 1:8 Vertical Section Arch Single-Hung Vertical Section Arch Single-Hung - Stucco Exterior Horizontal Section Arch Single-Hung - Stucco Exterior Horizontal Section Arch Single-Hung 1 3 ⁄4" (4 4 ) Wi n d o w D i m e n s i o n H e i g h t Mi n i m u m R o u g h O p e n i n g Un o b s t r u c t e d Gl a s s 1" (25) 3 1 ⁄4" (83) 3 1 ⁄ 8" (7 9 ) Un o b s t r u c t e d Gl a s s 2 3 ⁄16 " (5 6 ) 1 ⁄4" (6 ) 1 ⁄ 8" (3 ) 1 ⁄ 8" (3 ) 1 ⁄4" (6 ) Low-E Glass Insect Screen sill head meeting rail Sill Stop to Suboor Dimension 1 3 ⁄4" (44) Clear Opening 1 7⁄16" (37) • Drip cap is required to complete window installation as shown but may not be included with the window. Use of drip cap is recommended for proper installation. • Light-colored areas are parts included with window. Dark-colored areas are additional Andersen® parts required to complete window assembly as shown. • Minimum rough openings may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See installation information on page 110. • Details are for illustration only and are not intended to represent product installation methods or materials. Refer to product installation instructions at andersenwindows.com. • Dimensions in parentheses are in millimeters. (79)(79) 3 1 ⁄8" Window Dimension Width Minimum Rough Opening 3 1 ⁄8"Unobstr. Glass1 5 ⁄16 " (3 3 ) 3 1 ⁄4" (8 3 ) 1 ⁄4" (6) 1 ⁄4" (6) Low-E Glass Insect Screenjambjamb 1 11 ⁄16" (43) Clear Opening (79)(79) 3 1 ⁄8" Window Dimension Width Minimum Rough Opening 3 1 ⁄8"Unobstr. Glass 1" (2 5 ) 3 1 ⁄4" (8 3 ) 1 ⁄4" (6) 1 ⁄8" (3)1 ⁄8" (3) 1 ⁄4" (6) Low-E Glass Insect Screen jambjamb 1 11 ⁄16" (43) Clear Opening 1 3/8" f l a n g e s e t b a c k 1" f l a n g e s e t b a c k w i t h s t u c c o k e y 48 SINGLE-HUNG WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 204 • Drip cap is required to complete window installation as shown but may not be included with the window. Use of drip cap is recommended for proper installation. • Light-colored areas are parts included with window. Dark-colored areas are additional Andersen® parts required to complete window assembly as shown. • Minimum rough openings may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See installation information on page 110. • Details are for illustration only and are not intended to represent product installation methods or materials. Refer to product installation instructions at andersenwindows.com. • Dimensions in parentheses are in millimeters. Arch Single-Hung Window Details – Replacement Scale 1 1 ⁄2" (38) = 1'-0" (305) — 1:8 Vertical Section Arch Single-Hung - Existing Framed Opening Horizontal Section Arch Single-Hung - Existing Framed Opening no f l a n g e 1 3 ⁄4" (4 4 ) Wi n d o w D i m e n s i o n H e i g h t Mi n i m u m R o u g h O p e n i n g Un o b s t r u c t e d Gl a s s 3 1 ⁄4" (83) 1 ⁄4" (6 ) 3 1 ⁄ 8" (7 9 ) 1 ⁄4" (6 ) Un o b s t r u c t e d Gl a s s 2 3 ⁄16 " (5 6 ) Low-E Glass Insect Screen sill head meeting rail Sill Stop to Suboor Dimension 1 3 ⁄4" (44) Clear Opening 1 7⁄16" (37) (79)(79) 3 1 ⁄8" Window Dimension Width Minimum Rough Opening 3 1 ⁄8"Unobstr. Glass 3 1 ⁄4" (8 3 ) 1 ⁄4" (6) 1 ⁄4" (6) Low-E Glass Insect Screenjambjamb 1 11 ⁄16" (43) Clear Opening 49 10 0 S e r i e s S i n g l e - H u n g Wi n d o w s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 205 Horizontal Section Twin or Triple Single-Hung Vertical Section Transom Over Single-Hung 6 3 ⁄4" (1 7 1 ) Horizontal Section Picture With Flanking Single-Hung in t e g r a l s 6 3 ⁄4" (171) 6 3 ⁄4" (171) Single-Hung Window Details – New Construction Scale 1 1 ⁄2" (38) = 1'-0" (305) — 1:8 See pages 84-87 for joining details. Low-E Glass Insect Screen 3 1 ⁄8" (7 9 ) Wi n d o w D i m e n s i o n H e i g h t Mi n i m u m R o u g h O p e n i n g Un o b s t r u c t e d Gl a s s 1 " (25) 3 1 ⁄4" (83) 3 1 ⁄ 8" (7 9 ) Un o b s t r u c t e d Gl a s s 2 3 ⁄16 " (5 6 ) 1 ⁄4" (6 ) 1 ⁄8" (3 ) 1 ⁄ 8" (3 ) 1 ⁄4" (6 ) sill head meeting rail Sill Stop to Suboor Dimension 1 3 ⁄4" (44) Clear Opening (79)(79) 3 1 ⁄8" Window Dimension Width Minimum Rough Opening 3 1 ⁄8"Unobstr. Glass 1" (2 5 ) 3 1 ⁄4" (8 3 ) 1 ⁄4" (6) 1 ⁄8" (3)1 ⁄8" (3) 1 ⁄4" (6) Insect Screen Low-E Glass jambjamb 1 3 ⁄4" (44) Clear Opening Vertical Section Stucco Exterior Horizontal Section Stucco Exterior 1" f l a n g e s e t b a c k w i t h s t u c c o k e y (79)(79) 3 1 ⁄8" Window Dimension Width Minimum Rough Opening 3 1 ⁄8"Unobstr. Glass1 3 ⁄ 8" (3 5 ) 3 1 ⁄4" (8 3 ) 1 ⁄4" (6) 1 ⁄4" (6) Low-E Glass Insect Screenjambjamb Andersen® Extension Jamb Attachment Flange (optional) 1 3 ⁄4" (44) Clear Opening Low-E Glass Insect Screen 3 1 ⁄ 8" (7 9 ) Wi n d o w D i m e n s i o n H e i g h t Mi n i m u m R o u g h O p e n i n g Un o b s t r u c t e d Gl a s s 1 3 ⁄8" (35) 3 1 ⁄4" (83) 1 ⁄4" (6 ) 3 1 ⁄ 8" (7 9 ) 1 ⁄4" (6 ) Un o b s t r u c t e d Gl a s s 2 3 ⁄ 16 " (5 6 ) sill head meeting rail Andersen® Extension Jamb Attachment Flange (optional) Sill Stop to Suboor Dimension 1 3 ⁄4" (44) Clear Opening Vertical SectionHorizontal Section 1 3/8" f l a n g e s e t b a c k • Drip cap is required to complete window installation as shown but may not be included with the window. Use of drip cap is recommended for proper installation. • Light-colored areas are parts included with window. Dark-colored areas are additional Andersen® parts required to complete window assembly as shown. • Minimum rough openings may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See installation information on page 110. • Details are for illustration only and are not intended to represent product installation methods or materials. Refer to product installation instructions at andersenwindows.com. • Dimensions in parentheses are in millimeters. 50 SINGLE-HUNG WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 206 Single-Hung Window Details – Replacement Scale 1 1 ⁄2" (38) = 1'-0" (305) — 1:8 Vertical Section Existing Framed Opening Vertical Section Existing Window Opening Horizontal Section Existing Window Opening Horizontal Section Existing Framed Opening no f l a n g e in s e r t Low-E Glass Insect Screen 3 1 ⁄ 8" (7 9 ) Wi n d o w D i m e n s i o n H e i g h t Mi n i m u m R o u g h O p e n i n g Un o b s t r u c t e d Gl a s s 3 1 ⁄4" (83) 1 ⁄4" (6 ) 3 1 ⁄ 8" (7 9 ) 1 ⁄4" (6 ) Un o b s t r u c t e d Gl a s s 2 3 ⁄ 16 " (5 6 ) sill head meeting rail Andersen® Extension Jamb Attachment Flange (optional) Sill Stop to Suboor Dimension 1 3 ⁄4" (44) Clear Opening (79)(79) 3 1 ⁄8" Window Dimension Width Minimum Rough Opening 3 1 ⁄8"Unobstr. Glass 3 1 ⁄4" (8 3 ) 1 ⁄4" (6) 1 ⁄4" (6) Low-E Glass Insect Screenjambjamb Andersen® Extension Jamb Attachment Flange (optional) 1 3 ⁄4" (44) Clear Opening Horizontal Section Twin or Triple Single-Hung Vertical Section Transom Over Single-Hung 6 3 ⁄4" (1 7 1 ) Horizontal Section Picture With Flanking Single-Hung in t e g r a l s 6 3 ⁄4" (171) 6 3 ⁄4" (171) Low-E Glass Insect Screen 3 1 ⁄ 8" (7 9 ) Wi n d o w D i m e n s i o n H e i g h t Ex i s t i n g O p e n i n g Un o b s t r u c t e d Gl a s s 3 1 ⁄ 8" (7 9 ) 1 ⁄4" (6 ) Un o b s t r u c t e d Gl a s s 2 3 ⁄ 16 " (5 6 ) 3 1 ⁄4" (83) sill head meeting rail Andersen® Exterior Sill Extender (optional) Sill Stop to Suboor Dimension 1 3 ⁄4" (44) Clear Opening Low-E Glass Insect Screen (79)(79) 3 1 ⁄8" Window Dimension Width Existing Opening 3 1 ⁄8"Unobstr. Glass 3 1 ⁄4" (8 3 ) 1 ⁄4" (6) 1 ⁄4" (6) jambjamb 1 3 ⁄4" (44) Clear Opening Installation accessories for insert frame shown on page 109. See pages 84-87 for joining details. • Drip cap is required to complete window installation as shown but may not be included with the window. Use of drip cap is recommended for proper installation. • Light-colored areas are parts included with window. Dark-colored areas are additional Andersen® parts required to complete window assembly as shown. • Minimum rough openings may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See installation information on page 110. • Details are for illustration only and are not intended to represent product installation methods or materials. Refer to product installation instructions at andersenwindows.com. • Dimensions in parentheses are in millimeters. 51 10 0 S e r i e s S i n g l e - H u n g Wi n d o w s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 207 • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. ◊Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). See table on pages 58-59. Custom-size windows are available in 1 ⁄8" (3) increments. See page 90 for custom sizes and specifications. 2020 2620 2026 2626 2030 2630 2036 2636 2040 2640 2046 2646 2050 2650 2056 2656 3020 3620 3026 3626 3030 3630 3036 3636 3040 3640 3046 3646 3050 3650 3056 3656 3060 366020602660 2010 2016 2616 3016 3616 2610 3010 3610 4020 4026 4030 4036 4040 4046 4050 4056 4060 4016 4010 4620 4626 4630 4636 4640 4646 4650 4656 4660 4616 4610 5020 5026 5030 5036 5040 5046 5050 5056 5060 5016 5010 5620 5626 5630 5636 5640 5646 5650 5656 5660 5616 5610 6020 6026 6030 6036 6040 6046 6050 6056 6060 6016 6010 Window Dimension Unobstructed Glass (width of single sash) Minimum Rough Opening Table of Gliding Window Sizes – Active-Stationary or Stationary-Active (XO/OX) Sash Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 2'-5 1/2" 2'-6" 10 9/16" 13 9/16" 2'-11 1/2" 3'-0" 19 9/16" 3'-11 1/2" 4'-0" 16 9/16" 3'-5 1/2" 3'-6" 7 9/16" 1'-11 1/2" 2'-0" 4'-5 1/2" 4'-6" 22 9/16"25 9/16" 4'-11 1/2" 5'-0" 28 9/16" 5'-5 1/2" 5'-6"6'-0" 5'-11 1/2" 31 9/16" 11 1/4" 1' - 5 1/2" 1' - 6 " 5 1/4" 11 1/2" 1' - 0 " 17 1/4" 1' - 1 1 1/2" 2' - 0 " 2' - 1 1 1/2" 3' - 0 " 29 1/4" 2' - 6 " 2' - 5 1/2" 23 1/4" 3' - 5 1/2" 3' - 6 " 35 1/4" 3' - 1 1 1/2" 4' - 0 " 41 1/4" 4' - 5 1/2" 4' - 6 " 47 1/4" 4' - 1 1 1/2" 5' - 0 " 53 1/4" 5' - 5 1/2" 5' - 6 " 59 1/4" 5' - 1 1 1/2" 6' - 0 " 65 1/4" CUSTOM WIDTHS — 23 1 ⁄2" to 71 1 ⁄2" CU S T O M H E I G H T S — 11 1 ⁄ 2" t o 71 1 ⁄2" (749) (762) (268) (902) (914) (344) (1207) (1219) (496) (1054) (1067) (420) (597) (610) (192) (1359) (1372) (573) (1511) (1524) (649) (1664) (1676) (725) (1816) (1829) (801) (44 5 ) (45 7 ) (28 6 ) (29 2 ) (30 5 ) (13 3 ) (59 7 ) (61 0 ) (43 8 ) (7 4 9 ) (76 2 ) (59 1 ) (90 2 ) (91 4 ) (74 3 ) (16 6 4 ) (16 7 6 ) (15 0 5 ) (18 1 6 ) (18 2 9 ) (16 5 7 ) (12 0 7 ) (12 1 9 ) (10 4 8 ) (13 5 9 ) (12 0 0 ) (15 1 1 ) (15 2 4 ) (13 5 3 ) (13 7 2 ) (10 5 4 ) (10 6 7 ) (89 5 ) Choose active-stationary (XO) or stationary-active (OX) as viewed from the exterior. Two locks are standard on all heights greater than 4'-2" (1270). Details shown on pages 64-65. Grille patterns shown on page 63.Active-Stationary Stationary-Active 52 GLIDING WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 208 30363016 30403020 30503020 40364016 40404020 40504020 50365016 50405020 50505020 60366016 60406020 60506020 Window Dimension Unobstructed Glass (upper sash only) Minimum Rough Opening Table of Sizes - Picture Over Gliding Window With Active-Stationary or Stationary-Active (XO/OX) Sash Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 29 1/4" 2'-11 1/2" 3'-0" 41 1/4" 3'-11 1/2" 4'-0" 53 1/4" 4'-11 1/2" 5'-0"6'-0" 5'-11 1/2" 65 1/4" 4' - 1 1 1/2" 5' - 0 " 35 1/4" 5' - 1 1 1/2" 6' - 0 " 41 1/4" 7' - 0 " 6' - 1 1 1/2" 53 1/4" (902) (914) (743) (1207) (1219) (1048) (1511) (1524) (1353) (1816) (1829) (1657) (18 1 6 ) (18 2 9 ) (10 4 8 ) (15 1 1 ) (15 2 4 ) (89 5 ) (2 1 2 1 ) (21 3 4 ) (13 5 3 ) Choose active-stationary (XO) or stationary-active (OX) as viewed from the exterior. Windows have one continuous outer frame. For unobstructed glass dimensions of lower sash, see page 52. Details shown on pages 64-65. Grille patterns shown on page 63. Active-Stationary Stationary-Active • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. 53 10 0 S e r i e s G l i d i n g Win d o w s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 209 • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. ◊Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). See table on pages 60-61. 5016 6016 7016 7616 8016 8616 5020 6020 7020 7620 8020 8620 5026 6026 7026 7626 8026 8626 5030 6030 7030 7630 8030 8630 5036 6036 7036 7636 8036 8636 5040 6040 7040 7640 8040 8640 5046 6046 7046 7646 8046 8646 5050 6050 7050 7650 8050 8650 5056 6056 7056 7656 8056 8656 5060 6060 7060 7660 8060 8660 Window Dimension Unobstructed Glass (width of center sash) Unobstructed Glass (width of single venting sash) Minimum Rough Opening Table Gliding Window Sizes - Active-Stationary-Active (XOX) 1:2:1 Sash Ratio Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 11 1/4" 1' - 5 1/2" 1' - 6 " 17 1/4" 1' - 1 1 1/2" 2' - 0 " 2' - 1 1 1/2" 3' - 0 " 29 1/4" 2' - 6 " 2' - 5 1/2" 23 1/4" 3' - 5 1/2" 3' - 6 " 35 1/4" 3' - 1 1 1/2" 4' - 0 " 41 1/4" 4' - 5 1/2" 4' - 6 " 47 1/4" 4' - 1 1 1/2" 5' - 0 " 53 1/4" 5' - 5 1/2" 5' - 6 " 59 1/4" 5' - 1 1 1/2" 6' - 0 " 65 1/4" 6'-0" 5'-11 1/2" 33 7/8"39 7/8" 6'-11 1/2" 7'-0" 45 7/8" 7'-11 1/2" 8'-0" 27 7/8" 4'-11 1/2" 5'-0" 42 7/8" 7'-5 1/2" 7'-6" 48 7/8" 8'-5 1/2" 8'-6" CUSTOM WIDTHS — 59 1 ⁄2" to 143 1 ⁄2" CU S T O M H E I G H T S — 17 1 ⁄ 2" t o 71 1 ⁄ 2" 13 17/32"16 17/32"19 17/32"10 17/32"18 1/32"21 1/32" (44 5 ) (45 7 ) (28 6 ) (59 7 ) (61 0 ) (43 8 ) (7 4 9 ) (76 2 ) (59 1 ) (90 2 ) (91 4 ) (74 3 ) (16 6 4 ) (16 7 6 ) (15 0 5 ) (18 1 6 ) (18 2 9 ) (16 5 7 ) (12 0 7 ) (12 1 9 ) (10 4 8 ) (13 5 9 ) (12 0 0 ) (15 1 1 ) (15 2 4 ) (13 5 3 ) (13 7 2 ) (10 5 4 ) (10 6 7 ) (89 5 ) (1816) (1829) (861) (2121) (2134) (1013) (2426) (2438) (1165) (1511) (1524) (708) (2273) (2286) (1089) (2578) (2591) (1242) (344)(420)(496)(267)(458)(534) Notes on next page also apply to this page. 54 GLIDING WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 210 Custom-size windows are available in 1 ⁄8" (3) increments. See page 90 for custom sizes and specifications. • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. ◊Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). See table on pages 60-61. 10016 11016 12016 10020 11020 12020 10026 11026 12026 10030 11030 12030 10036 11036 12036 10040 11040 12040 10046 11046 12046 10050 11050 12050 10056 11056 12056 10060 11060 12060 9016 9020 9026 9030 9036 9040 9046 9050 9056 9060 69 7/8" 11'-11 1/2" 12'-0" 57 7/8" 9'-11 1/2" 10'-0" 63 7/8" 10'-11 1/2" 11'-0" 51 7/8" 8'-11 1/2" 9'-0" 31 17/32"25 17/32"28 17/32"22 17/32" (3645) (3658) (1775) (3035) (3048) (1470) (3340) (3353) (1623) (2731) (2743) (1318) (801)(648)(725)(572) Exterior view shown. Sash configuration is active-stationary-active (XOX) with a 1:2:1 sash ratio. Two locks for each sash are standard on all heights greater than 4'-2" (1270). Details shown on pages 64-65. Grille patterns shown on page 63. Active-Stationary-Active 55 10 0 S e r i e s G l i d i n g Wi n d o w s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 211 • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. Exterior view shown. Lower sash configuration is active-stationary-active (XOX) with a 1:2:1 sash ratio. Windows have one continuous outer frame. For unobstructed glass dimensions of lower sash, see pages 54-55. Details shown on pages 64-65. Grille patterns shown on page 63. 60366016 60406020 60506020 70367016 70407020 70507020 80368016 80408020 80508020 90369016 90409020 90509020 Window Dimension Unobstructed Glass (upper sash only) Minimum Rough Opening Table of Sizes - Picture Window Over Gliding With Active-Stationary-Active (XOX) 1:2:1 Sash Ratio Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 6'-0" 5'-11 1/2" 65 1/4" 4' - 1 1 1/2" 5' - 0 " 35 1/4" 5' - 1 1 1/2" 6' - 0 " 41 1/4" 7' - 0 " 6' - 1 1 1/2" 53 1/4" 77 1/4" 6'-11 1/2" 7'-0" 89 1/4" 7'-11 1/2" 8'-0" 101 1/4" 8'-11 1/2" 9'-0" (1816) (1829) (1657) (18 1 6 ) (18 2 9 ) (10 4 8 ) (15 1 1 ) (15 2 4 ) (89 5 ) (2 1 2 1 ) (21 3 4 ) (13 5 3 ) (2121) (2134) (1962) (2426) (2438) (2267) (2731) (2743) (2572) Active-Stationary-Active 56 GLIDING WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 212 4016 5016 6016 7016 7616 8016 4020 5020 6020 7020 7620 8020 4026 5026 6026 7026 7626 8026 4030 5030 6030 7030 7630 8030 4036 5036 6036 7036 7636 8036 4040 5040 6040 7040 7640 8040 4046 5046 6046 7046 7646 8046 4050 5050 6050 7050 7650 8050 4056 5056 6056 7056 7656 8056 4060 5060 6060 7060 7660 8060 8616 8620 8626 8630 8636 8640 8646 8650 8656 8660 Window Dimension Minimum Rough Opening Table of Gliding Window Sizes - Active-Stationary-Active (XOX) 1:1:1 Equal Sash Ratio Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 11 1/4" 1' - 5 1/2" 1' - 6 " 17 1/4" 1' - 1 1 1/2" 2' - 0 " 2' - 1 1 1/2" 3' - 0 " 29 1/4" 2' - 6 " 2' - 5 1/2" 23 1/4" 3' - 5 1/2" 3' - 6 " 35 1/4" 3' - 1 1 1/2" 4' - 0 " 41 1/4" 4' - 5 1/2" 4' - 6 " 47 1/4" 4' - 1 1 1/2" 5' - 0 " 53 1/4" 5' - 5 1/2" 5' - 6 " 59 1/4" 5' - 1 1 1/2" 6' - 0 " 65 1/4" 6'-0" 5'-11 1/2" 20 11/32"24 11/32" 6'-11 1/2" 7'-0" 28 11/32" 7'-11 1/2" 8'-0" 16 11/32" 4'-11 1/2" 5'-0" 26 11/32" 7'-5 1/2" 7'-6" 12 11/32" 3'-11 1/2" 4'-0" CUSTOM WIDTHS — 47 1 ⁄2" to 101 1 ⁄2" CU S T O M H E I G H T S — 17 1 ⁄ 2" t o 71 1 ⁄ 2" 30 11/32" 8'-5 1/2" 8'-6" 20 9/32"24 9/32"28 9/32"16 9/32"26 9/32"12 9/32"30 9/32" Unobstructed Glass (width of center sash) Unobstructed Glass (width of single venting sash) (44 5 ) (45 7 ) (28 6 ) (59 7 ) (61 0 ) (43 8 ) (7 4 9 ) (76 2 ) (59 1 ) (90 2 ) (91 4 ) (74 3 ) (16 6 4 ) (16 7 6 ) (15 0 5 ) (18 1 6 ) (18 2 9 ) (16 5 7 ) (12 0 7 ) (12 1 9 ) (10 4 8 ) (13 5 9 ) (12 0 0 ) (15 1 1 ) (15 2 4 ) (13 5 3 ) (13 7 2 ) (10 5 4 ) (10 6 7 ) (89 5 ) (1816) (1829) (517) (2121) (2134) (618) (2426) (2438) (720) (1511) (1524) (415) (2273) (2286) (669) (1207) (1219) (313) (2578) (2591) (771) (516)(617)(719)(414)(668)(312)(770) • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. ◊Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). See table on pages 62-63. Custom-size windows are available in 1 ⁄8" (3) increments. See page 90 for custom sizes and specifications. Exterior view shown. Sash configuration is active-stationary-active (XOX) with a 1:1:1 equal sash ratio. Two locks are standard on all heights greater than 4'-2" (1270). Grille patterns shown on page 63.Active-Stationary-Active 57 10 0 S e r i e s G l i d i n g Win d o w s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 213 continued on next page Gliding Window Opening and Area Specifications – Active-Stationary or Stationary-Active (XO/OX) Sash Window Number Clear Opening Area Sq. Ft./(m2) Clear Opening in Full Open Position Total Glass Area Sq. Ft./(m2) Fixed Sash Glass Area Sq. Ft./(m2) Active Sash Glass Area Sq. Ft./(m2) Vent Area Sq. Ft./(m2) Top of Subfloor to Top of Inside Sill Stop Inches/(mm) Overall Window Area Sq. Ft./(m2) Width Inches/(mm) Height Inches/(mm) 2010 0.45 (0.04) 8 1/16"(204) 8"(203) 0.55 (0.05) 0.28 (0.03) 0.27 (0.03) 0.45 (0.04) 72 1/2"(1842) 1.88 (0.17) 2016 0.78 (0.07) 8 1/16"(204) 14"(356) 1.18 (0.11) 0.59 (0.05) 0.59 (0.05) 0.78 (0.07) 66 1/2"(1689) 2.86 (0.27) 2020 1.12 (0.10) 8 1/16"(204) 20"(508) 1.81 (0.17) 0.91 (0.08) 0.90 (0.08) 1.12 (0.10) 60 1/2"(1537) 3.84 (0.36) 2026 1.45 (0.13) 8 1/16"(204) 26"(660) 2.44 (0.23) 1.22 (0.11) 1.21 (0.11) 1.45 (0.13) 54 1/2"(1384) 4.81 (0.45) 2030 1.79 (0.17) 8 1/16"(204) 32"(813) 3.07 (0.28) 1.54 (0.14) 1.53 (0.14) 1.79 (0.17) 48 1/2"(1232) 5.79 (0.54) 2036 2.12 (0.20) 8 1/16"(204) 38"(965) 3.69 (0.34) 1.85 (0.17) 1.84 (0.17) 2.12 (0.20) 42 1/2"(1080) 6.77 (0.63) 2040 2.46 (0.23) 8 1/16"(204) 44"(1118) 4.32 (0.40) 2.17 (0.20) 2.16 (0.20) 2.46 (0.23) 36 1/2"(927) 7.75 (0.72) 2046 2.79 (0.26) 8 1/16"(204) 50"(1270) 4.95 (0.46) 2.48 (0.23) 2.47 (0.23) 2.79 (0.26) 30 1/2"(775) 8.73 (0.81) 2050 3.13 (0.29) 8 1/16"(204) 56"(1422) 5.58 (0.52) 2.80 (0.26) 2.78 (0.26) 3.13 (0.29) 24 1/2"(622) 9.71 (0.90) 2056 3.46 (0.32) 8 1/16"(204) 62"(1575) 6.21 (0.58) 3.11 (0.29) 3.10 (0.29) 3.46 (0.32) 18 1/2"(470) 10.69 (0.99) 2060 3.80 (0.35) 8 1/16"(204) 68"(1727) 6.84 (0.64) 3.43 (0.32) 3.41 (0.32) 3.80 (0.35) 12 1/2"(318) 11.67 (1.08) 2610 0.61 (0.06) 11 1/16"(280) 8"(203) 0.77 (0.07) 0.39 (0.04) 0.38 (0.04) 0.61 (0.06) 72 1/2"(1842) 2.36 (0.22) 2616 1.07 (0.10) 11 1/16"(280) 14"(356) 1.65 (0.15) 0.83 (0.08) 0.82 (0.08) 1.07 (0.10) 66 1/2"(1689) 3.59 (0.33) 2620 1.53 (0.14) 11 1/16"(280) 20"(508) 2.53 (0.23) 1.27 (0.12) 1.26 (0.12) 1.53 (0.14) 60 1/2"(1537) 4.81 (0.45) 2626 1.99 (0.19) 11 1/16"(280) 26"(660) 3.41 (0.32) 1.71 (0.16) 1.70 (0.16) 1.99 (0.19) 54 1/2"(1384) 6.04 (0.56) 2630 2.45 (0.23) 11 1/16"(280) 32"(813) 4.28 (0.40) 2.15 (0.20) 2.14 (0.20) 2.45 (0.23) 48 1/2"(1232) 7.27 (0.68) 2636 2.91 (0.27) 11 1/16"(280) 38"(965) 5.16 (0.48) 2.59 (0.24) 2.58 (0.24) 2.91 (0.27) 42 1/2"(1080) 8.50 (0.79) 2640 3.37 (0.31) 11 1/16"(280) 44"(1118) 6.04 (0.56) 3.03 (0.28) 3.01 (0.28) 3.37 (0.31) 36 1/2"(927) 9.73 (0.90) 2646 3.83 (0.36) 11 1/16"(280) 50"(1270) 6.92 (0.64) 3.47 (0.32) 3.45 (0.32) 3.83 (0.36) 30 1/2"(775) 10.96 (1.02) 2650 4.29 (0.40) 11 1/16"(280) 56"(1422) 7.80 (0.72) 3.91 (0.36) 3.89 (0.36) 4.29 (0.40) 24 1/2"(622) 12.19 (1.13) 2656 4.75 (0.44) 11 1/16"(280) 62"(1575) 8.68 (0.81) 4.35 (0.40) 4.33 (0.40) 4.75 (0.44) 18 1/2"(470) 13.42 (1.25) 2660 5.21 (0.48) 11 1/16"(280) 68"(1727) 9.56 (0.89) 4.79 (0.44) 4.77 (0.44) 5.21 (0.48) 12 1/2"(318) 14.65 (1.36) 3010 0.78 (0.07) 14 1/16"(357) 8"(203) 0.99 (0.09) 0.49 (0.05) 0.49 (0.05) 0.78 (0.07) 72 1/2"(1842) 2.84 (0.26) 3016 1.36 (0.13) 14 1/16"(357) 14"(356) 2.12 (0.20) 1.06 (0.10) 1.06 (0.10) 1.36 (0.13) 66 1/2"(1689) 4.31 (0.40) 3020 1.95 (0.18) 14 1/16"(357) 20"(508) 3.25 (0.30) 1.63 (0.15) 1.62 (0.15) 1.95 (0.18) 60 1/2"(1537) 5.79 (0.54) 3026 2.53 (0.24) 14 1/16"(357) 26"(660) 4.37 (0.41) 2.19 (0.20) 2.18 (0.20) 2.53 (0.24) 54 1/2"(1384) 7.27 (0.68) 3030 3.12 (0.29) 14 1/16"(357) 32"(813) 5.50 (0.51) 2.76 (0.26) 2.75 (0.26) 3.12 (0.29) 48 1/2"(1232) 8.75 (0.81) 3036 3.70 (0.34) 14 1/16"(357) 38"(965) 6.63 (0.62) 3.32 (0.31) 3.31 (0.31) 3.70 (0.34) 42 1/2"(1080) 10.23 (0.95) 3040 4.29 (0.40) 14 1/16"(357) 44"(1118) 7.76 (0.72) 3.89 (0.36) 3.87 (0.36) 4.29 (0.40) 36 1/2"(927) 11.71 (1.09) 3046 4.87 (0.45) 14 1/16"(357) 50"(1270) 8.89 (0.83) 4.45 (0.41) 4.44 (0.41) 4.87 (0.45) 30 1/2"(775) 13.19 (1.23) 3050 5.46 (0.51) 14 1/16"(357) 56"(1422) 10.02 (0.93) 5.02 (0.47) 5.00 (0.46) 5.46 (0.51) 24 1/2"(622) 14.67 (1.36) 3056 6.04 (0.56) 14 1/16"(357) 62"(1575) 11.15 (1.04) 5.58 (0.52) 5.56 (0.52) 6.04 (0.56) 18 1/2"(470) 16.15 (1.50) 3060 6.63 (0.62) 14 1/16"(357) 68"(1727) 12.28 (1.14) 6.15 (0.57) 6.13 (0.57) 6.63 (0.62) 12 1/2"(318) 17.63 (1.64) 3610 0.95 (0.09) 17 1/16"(433) 8"(203) 1.21 (0.11) 0.60 (0.06) 0.60 (0.06) 0.95 (0.09) 72 1/2"(1842) 3.31 (0.31) 3616 1.66 (0.15) 17 1/16"(433) 14"(356) 2.59 (0.24) 1.29 (0.12) 1.29 (0.12) 1.66 (0.15) 66 1/2"(1689) 5.04 (0.47) 3620 2.37 (0.22) 17 1/16"(433) 20"(508) 3.96 (0.37) 1.98 (0.18) 1.98 (0.18) 2.37 (0.22) 60 1/2"(1537) 6.77 (0.63) 3626 3.08 (0.29) 17 1/16"(433) 26"(660) 5.34 (0.50) 2.67 (0.25) 2.67 (0.25) 3.08 (0.29) 54 1/2"(1384) 8.50 (0.79) 3630 3.79 (0.35) 17 1/16"(433) 32"(813) 6.72 (0.62) 3.36 (0.31) 3.36 (0.31) 3.79 (0.35) 48 1/2"(1232) 10.23 (0.95) 3636 4.50 (0.42) 17 1/16"(433) 38"(965) 8.10 (0.75) 4.06 (0.38) 4.04 (0.38) 4.50 (0.42) 42 1/2"(1080) 11.96 (1.11) 3640 5.21 (0.48) 17 1/16"(433) 44"(1118) 9.48 (0.88) 4.75 (0.44) 4.73 (0.44) 5.21 (0.48) 36 1/2"(927) 13.69 (1.27) 3646 5.92 (0.55) 17 1/16"(433) 50"(1270) 10.86 (1.01) 5.44 (0.50) 5.42 (0.50) 5.92 (0.55) 30 1/2"(775) 15.42 (1.43) 3650 6.63 (0.62) 17 1/16"(433) 56"(1422) 12.24 (1.14) 6.13 (0.57) 6.11 (0.57) 6.63 (0.62) 24 1/2"(622) 17.15 (1.59) 3656 7.34 (0.68) 17 1/16"(433) 62"(1575) 13.62 (1.26) 6.82 (0.63) 6.80 (0.63) 7.34 (0.68) 18 1/2"(470) 18.88 (1.75) 3660 8.05 (0.75) 17 1/16"(433) 68"(1727) 14.99 (1.39) 7.51 (0.70) 7.49 (0.70) 8.05 (0.75) 12 1/2"(318) 20.61 (1.91) 4010 1.11 (0.10) 20 1/16"(509) 8"(203) 1.43 (0.13) 0.71 (0.07) 0.71 (0.07) 1.11 (0.10) 72 1/2"(1842) 3.79 (0.35) 4016 1.95 (0.18) 20 1/16"(509) 14"(356) 3.05 (0.28) 1.53 (0.14) 1.53 (0.14) 1.95 (0.18) 66 1/2"(1689) 5.77 (0.54) 4020 2.78 (0.26) 20 1/16"(509) 20"(508) 4.68 (0.44) 2.34 (0.22) 2.34 (0.22) 2.78 (0.26) 60 1/2"(1537) 7.75 (0.72) 4026 3.62 (0.34) 20 1/16"(509) 26"(660) 6.31 (0.59) 3.16 (0.29) 3.15 (0.29) 3.62 (0.34) 54 1/2"(1384) 9.73 (0.90) 4030 4.45 (0.41) 20 1/16"(509) 32"(813) 7.94 (0.74) 3.97 (0.37) 3.97 (0.37) 4.45 (0.41) 48 1/2"(1232) 11.71 (1.09) 4036 5.29 (0.49) 20 1/16"(509) 38"(965) 9.57 (0.89) 4.79 (0.44) 4.78 (0.44) 5.29 (0.49) 42 1/2"(1080) 13.69 (1.27) 4040 ◊6.12 (0.57) 20 1/16"(509) 44"(1118) 11.20 (1.04) 5.60 (0.52) 5.59 (0.52) 6.12 (0.57) 36 1/2"(927) 15.67 (1.46) 4046 ◊6.96 (0.65) 20 1/16"(509) 50"(1270) 12.83 (1.19) 6.42 (0.60) 6.41 (0.60) 6.96 (0.65) 30 1/2"(775) 17.65 (1.64) 4050 ◊7.79 (0.72) 20 1/16"(509) 56"(1422) 14.46 (1.34) 7.24 (0.67) 7.22 (0.67) 7.79 (0.72) 24 1/2"(622) 19.63 (1.82) 4056 ◊8.63 (0.80) 20 1/16"(509) 62"(1575) 16.08 (1.49) 8.05 (0.75) 8.03 (0.75) 8.63 (0.80) 18 1/2"(470) 21.61 (2.01) 4060 ◊9.46 (0.88) 20 1/16"(509) 68"(1727) 17.71 (1.65) 8.87 (0.82) 8.85 (0.82) 9.46 (0.88) 12 1/2"(318) 23.59 (2.19) 4610 1.28 (0.12) 23 1/16"(585) 8"(203) 1.64 (0.15)0.82 (0.08) 0.82 (0.08) 1.28 (0.12) 72 1/2"(1842) 4.27 (0.40) 4616 2.24 (0.21) 23 1/16"(585) 14"(356) 3.52 (0.33) 1.76 (0.16) 1.76 (0.16) 2.24 (0.21) 66 1/2"(1689) 6.50 (0.60) 4620 3.20 (0.30) 23 1/16"(585) 20"(508) 5.40 (0.50) 2.70 (0.25) 2.70 (0.25) 3.20 (0.30) 60 1/2"(1537) 8.73 (0.81) • “Top of Subfloor to Top of Inside Sill Stop” is calculated based upon a structural header height of 6'-10 1/2" (2096). • Dimensions in parentheses are in millimeters or square meters. ◊Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). 58 GLIDING WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 214 Gliding Window Opening and Area Specifications – Active-Stationary or Stationary-Active (XO/OX) Sash Window Number Clear Opening Area Sq. Ft./(m2) Clear Opening in Full Open Position Total Glass Area Sq. Ft./(m2) Fixed Sash Glass Area Sq. Ft./(m2) Active Sash Glass Area Sq. Ft./(m2) Vent Area Sq. Ft./(m2) Top of Subfloor to Top of Inside Sill Stop Inches/(mm) Overall Window Area Sq. Ft./(m2) Width Inches/(mm) Height Inches/(mm) 4626 4.16 (0.39) 23 1/16"(585) 26"(660) 7.28 (0.68) 3.64 (0.34) 3.64 (0.34) 4.16 (0.39) 54 1/2"(1384) 10.96 (1.02) 4630 5.12 (0.48) 23 1/16"(585) 32"(813) 9.16 (0.85) 4.58 (0.43) 4.58 (0.43) 5.12 (0.48) 48 1/2"(1232) 13.19 (1.23) 4636 ◊6.08 (0.56) 23 1/16"(585) 38"(965) 11.04 (1.03) 5.52 (0.51) 5.51 (0.51) 6.08 (0.56) 42 1/2"(1080) 15.42 (1.43) 4640 ◊7.04 (0.65) 23 1/16"(585) 44"(1118) 12.92 (1.20) 6.46 (0.60) 6.45 (0.60) 7.04 (0.65) 36 1/2"(927) 17.65 (1.64) 4646 ◊8.00 (0.74) 23 1/16"(585) 50"(1270) 14.80 (1.37) 7.40 (0.69) 7.39 (0.69) 8.00 (0.74) 30 1/2"(775) 19.88 (1.85) 4650 ◊8.96 (0.83) 23 1/16"(585) 56"(1422) 16.67 (1.55) 8.34 (0.78) 8.33 (0.77) 8.96 (0.83) 24 1/2"(622) 22.11 (2.05) 4656 ◊9.92 (0.92) 23 1/16"(585) 62"(1575) 18.55 (1.72) 9.28 (0.86) 9.27 (0.86) 9.92 (0.92) 18 1/2"(470) 24.34 (2.26) 4660 ◊10.88 (1.01) 23 1/16"(585) 68"(1727) 20.43 (1.90) 10.23 (0.95) 10.21 (0.95) 10.88 (1.01) 12 1/2"(318) 26.56 (2.47) 5010 1.45 (0.13) 26 1/16"(661) 8"(203) 1.86 (0.17) 0.93 (0.09) 0.93 (0.09) 1.45 (0.13) 72 1/2"(1842) 4.75 (0.44) 5016 2.53 (0.24) 26 1/16"(661) 14"(356) 3.99 (0.37) 2.00 (0.19) 1.99 (0.19) 2.53 (0.24) 66 1/2"(1689) 7.23 (0.67) 5020 3.62 (0.34) 26 1/16"(661) 20"(508) 6.12 (0.57) 3.06 (0.28) 3.06 (0.28) 3.62 (0.34) 60 1/2"(1537) 9.71 (0.90) 5026 4.70 (0.44) 26 1/16"(661) 26"(660) 8.25 (0.77) 4.13 (0.38) 4.12 (0.38) 4.70 (0.44) 54 1/2"(1384) 12.19 (1.13) 5030 ◊5.79 (0.54) 26 1/16"(661) 32"(813) 10.38 (0.96)5.19 (0.48) 5.18 (0.48) 5.79 (0.54) 48 1/2"(1232) 14.67 (1.36) 5036 ◊6.87 (0.64) 26 1/16"(661) 38"(965) 12.51 (1.16) 6.26 (0.58) 6.25 (0.58) 6.87 (0.64) 42 1/2"(1080) 17.15 (1.59) 5040 ◊7.96 (0.74) 26 1/16"(661) 44"(1118) 14.64 (1.36) 7.32 (0.68) 7.31 (0.68) 7.96 (0.74) 36 1/2"(927) 19.63 (1.82) 5046 ◊9.04 (0.84) 26 1/16"(661) 50"(1270) 16.76 (1.56) 8.39 (0.78) 8.38 (0.78) 9.04 (0.84) 30 1/2"(775) 22.11 (2.05) 5050 ◊10.13 (0.94) 26 1/16"(661) 56"(1422) 18.89 (1.76) 9.45 (0.88) 9.44 (0.88) 10.13 (0.94) 24 1/2"(622) 24.59 (2.28) 5056 ◊11.21 (1.04) 26 1/16"(661) 62"(1575) 21.02 (1.95) 10.52 (0.98) 10.50 (0.98) 11.21 (1.04) 18 1/2"(470) 27.06 (2.51) 5060 ◊12.30 (1.14) 26 1/16"(661) 68"(1727) 23.15 (2.15) 11.58 (1.08) 11.57 (1.07) 12.30 (1.14) 12 1/2"(318) 29.54 (2.74) 5610 1.61 (0.15) 29 1/16"(738) 8"(203) 2.08 (0.19) 1.04 (0.10) 1.04 (0.10) 1.61 (0.15) 72 1/2"(1842) 5.23 (0.49) 5616 2.82 (0.26) 29 1/16"(738) 14"(356) 4.46 (0.41) 2.23 (0.21) 2.23 (0.21) 2.82 (0.26) 66 1/2"(1689) 7.96 (0.74) 5620 4.03 (0.37) 29 1/16"(738) 20"(508) 6.84 (0.64) 3.42 (0.32) 3.42 (0.32) 4.03 (0.37) 60 1/2"(1537) 10.69 (0.99) 5626 5.24 (0.49) 29 1/16"(738) 26"(660) 9.22 (0.86) 4.61 (0.43) 4.61 (0.43) 5.24 (0.49) 54 1/2"(1384) 13.42 (1.25) 5630 ◊6.45 (0.60) 29 1/16"(738) 32"(813) 11.60 (1.08) 5.80 (0.54) 5.79 (0.54) 6.45 (0.60) 48 1/2"(1232) 16.15 (1.50) 5636 ◊7.66 (0.71) 29 1/16"(738) 38"(965) 13.98 (1.30) 6.99 (0.65) 6.98 (0.65) 7.66 (0.71) 42 1/2"(1080) 18.88 (1.75) 5640 ◊8.87 (0.82) 29 1/16"(738) 44"(1118) 16.35 (1.52) 8.18 (0.76) 8.17 (0.76) 8.87 (0.82) 36 1/2"(927) 21.61 (2.01) 5646 ◊10.08 (0.94) 29 1/16"(738) 50"(1270) 18.73 (1.74) 9.37 (0.87) 9.36 (0.87) 10.08 (0.94) 30 1/2"(775) 24.34 (2.26) 5650 ◊11.29 (1.05) 29 1/16"(738) 56"(1422) 21.11 (1.96) 10.56 (0.98) 10.55 (0.98) 11.29 (1.05) 24 1/2"(622) 27.06 (2.51) 5656 ◊12.50 (1.16) 29 1/16"(738) 62"(1575) 23.49 (2.18) 11.75 (1.09) 11.74 (1.09) 12.50 (1.16) 18 1/2"(470) 29.79 (2.77) 5660 ◊13.71 (1.27) 29 1/16"(738) 68"(1727) 25.87 (2.40) 12.94 (1.20) 12.92 (1.20) 13.71 (1.27) 12 1/2"(318) 32.52 (3.02) 6010 1.78 (0.17) 32 1/16"(814) 8"(203) 2.30 (0.21) 1.15 (0.11) 1.15 (0.11) 1.78 (0.17) 72 1/2"(1842) 5.71 (0.53) 6016 3.11 (0.29) 32 1/16"(814) 14"(356) 4.93 (0.46) 2.47 (0.23) 2.46 (0.23) 3.11 (0.29) 66 1/2"(1689) 8.69 (0.81) 6020 4.45 (0.41) 32 1/16"(814) 20"(508) 7.56 (0.70) 3.78 (0.35) 3.78 (0.35) 4.45 (0.41) 60 1/2"(1537) 11.67 (1.08) 6026 ◊5.78 (0.54) 32 1/16"(814) 26"(660) 10.19 (0.95) 5.10 (0.47) 5.09 (0.47) 5.78 (0.54) 54 1/2"(1384) 14.65 (1.36) 6030 ◊7.12 (0.66) 32 1/16"(814) 32"(813) 12.82 (1.19) 6.41 (0.60) 6.40 (0.59) 7.12 (0.66) 48 1/2"(1232) 17.63 (1.64) 6036 ◊8.45 (0.79) 32 1/16"(814) 38"(965) 15.44 (1.43) 7.73 (0.72) 7.72 (0.72) 8.45 (0.79) 42 1/2"(1080) 20.61 (1.91) 6040 ◊9.79 (0.91) 32 1/16"(814) 44"(1118) 18.07 (1.68) 9.04 (0.84) 9.03 (0.84) 9.79 (0.91) 36 1/2"(927) 23.59 (2.19) 6046 ◊11.12 (1.03) 32 1/16"(814) 50"(1270) 20.70 (1.92) 10.36 (0.96) 10.34 (0.96) 11.12 (1.03) 30 1/2"(775) 26.56 (2.47) 6050 ◊12.46 (1.16) 32 1/16"(814) 56"(1422) 23.33 (2.17) 11.67 (1.08) 11.66 (1.08) 12.46 (1.16) 24 1/2"(622) 29.54 (2.74) 6056 ◊13.79 (1.28) 32 1/16"(814) 62"(1575) 25.96 (2.41) 12.99 (1.21) 12.97 (1.21) 13.79 (1.28) 18 1/2"(470) 32.52 (3.02) 6060 ◊15.13 (1.41) 32 1/16"(814) 68"(1727) 28.59 (2.66) 14.30 (1.33) 14.28 (1.33) 15.13 (1.41) 12 1/2"(318) 35.50 (3.30) (continued) • “Top of Subfloor to Top of Inside Sill Stop” is calculated based upon a structural header height of 6'-10 1/2" (2096). • Dimensions in parentheses are in millimeters or square meters. ◊Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). 59 100 S e r i e s G l i d i n g Wi n d o w s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 215 Gliding Window Opening and Area Specifications – Active-Stationary-Active (XOX) 1:2:1 Sash Ratio Window Number Clear Opening Area Sq. Ft./(m2) Clear Opening in Full Open Position Total Glass Area Sq. Ft./(m2) Fixed Sash Glass Area Sq. Ft./(m2) Single Active Sash Glass Area Sq. Ft./(m2) Vent Area Sq. Ft./(m2) Top of Subfloor to Top of Inside Sill Stop Inches/(mm) Overall Window Area Sq. Ft./(m2)Width Inches/(mm) Height Inches/(mm) 5016 1.16 (0.11)11 7/8"(302) 14"(356) 3.82 (0.36) 2.18 (0.20) 0.82 (0.08) 2.31 (0.21)66 1/2"(1689) 7.23 (0.67) 5020 1.65 (0.15)11 7/8"(302) 20"(508) 5.86 (0.54) 3.34 (0.31) 1.26 (0.12) 3.31 (0.31)60 1/2"(1537) 9.71 (0.90) 5026 2.15 (0.20)11 7/8"(302) 26"(660) 7.90 (0.73) 4.50 (0.42) 1.70 (0.16) 4.30 (0.40)54 1/2"(1384) 12.19 (1.13) 5030 2.64 (0.25)11 7/8"(302) 32"(813) 9.94 (0.92) 5.66 (0.53) 2.14 (0.20) 5.29 (0.49)48 1/2"(1232) 14.67 (1.36) 5036 3.14 (0.29)11 7/8"(302) 38"(965) 11.98 (1.11) 6.83 (0.63) 2.58 (0.24) 6.28 (0.58)42 1/2"(1080) 17.15 (1.59) 5040 3.64 (0.34)11 7/8"(302) 44"(1118) 14.02 (1.30) 7.99 (0.74) 3.01 (0.28) 7.27 (0.68)36 1/2"(927) 19.63 (1.82) 5046 4.13 (0.38)11 7/8"(302) 50"(1270) 16.06 (1.49) 9.15 (0.85) 3.45 (0.32) 8.26 (0.77)30 1/2"(775) 22.11 (2.05) 5050 4.63 (0.43)11 7/8"(302) 56"(1422) 18.09 (1.68) 10.31 (0.96) 3.89 (0.36) 9.25 (0.86)24 1/2"(622) 24.59 (2.28) 5056 5.12 (0.48)11 7/8"(302) 62"(1575) 20.13 (1.87) 11.47 (1.07) 4.33 (0.40) 10.25 (0.95)18 1/2"(470) 27.06 (2.51) 5060 5.62 (0.52)11 7/8"(302) 68"(1727) 22.17 (2.06) 12.63 (1.17) 4.77 (0.44) 11.24 (1.04)12 1/2"(318) 29.54 (2.74) 6016 1.45 (0.13)14 7/8"(378) 14"(356) 4.76 (0.44) 2.65 (0.25) 1.06 (0.10) 2.90 (0.27)66 1/2"(1689) 8.69 (0.81) 6020 2.07 (0.19)14 7/8"(378) 20"(508) 7.30 (0.68) 4.06 (0.38) 1.62 (0.15) 4.14 (0.38)60 1/2"(1537) 11.67 (1.08) 6026 2.69 (0.25)14 7/8"(378) 26"(660) 9.84 (0.91) 5.47 (0.51) 2.18 (0.20) 5.38 (0.50)54 1/2"(1384) 14.65 (1.36) 6030 3.31 (0.31)14 7/8"(378) 32"(813) 12.38 (1.15) 6.88 (0.64) 2.75 (0.26) 6.62 (0.62)48 1/2"(1232) 17.63 (1.64) 6036 3.93 (0.37)14 7/8"(378) 38"(965) 14.92 (1.39) 8.29 (0.77) 3.31 (0.31) 7.86 (0.73)42 1/2"(1080) 20.61 (1.91) 6040 4.55 (0.42)14 7/8"(378) 44"(1118) 17.45 (1.62) 9.71 (0.90) 3.87 (0.36) 9.10 (0.85)36 1/2"(927) 23.59 (2.19) 6046 5.17 (0.48)14 7/8"(378) 50"(1270) 19.99 (1.86) 11.12 (1.03) 4.44 (0.41) 10.35 (0.96)30 1/2"(775) 26.56 (2.47) 6050 5.79 (0.54)14 7/8"(378) 56"(1422) 22.53 (2.09) 12.53 (1.16) 5.00 (0.46) 11.59 (1.08)24 1/2"(622) 29.54 (2.74) 6056 6.41 (0.60)14 7/8"(378) 62"(1575) 25.07 (2.33) 13.94 (1.30) 5.56 (0.52) 12.83 (1.19)18 1/2"(470) 32.52 (3.02) 6060 7.04 (0.65)14 7/8"(378) 68"(1727) 27.61 (2.56) 15.35 (1.43) 6.13 (0.57) 14.07 (1.31)12 1/2"(318) 35.50 (3.30) 7016 1.74 (0.16)17 7/8"(455) 14"(356) 5.70 (0.53) 3.12 (0.29) 1.29 (0.12) 3.48 (0.32) 66 1/2"(1689) 10.15 (0.94) 7020 2.49 (0.23)17 7/8"(455) 20"(508) 8.74 (0.81) 4.78 (0.44) 1.98 (0.18) 4.97 (0.46) 60 1/2"(1537) 13.63 (1.27) 7026 3.23 (0.30)17 7/8"(455) 26"(660) 11.78 (1.09) 6.44 (0.60) 2.67 (0.25) 6.46 (0.60) 54 1/2"(1384) 17.11 (1.59) 7030 3.98 (0.37)17 7/8"(455) 32"(813) 14.81 (1.38) 8.10 (0.75) 3.36 (0.31) 7.96 (0.74) 48 1/2"(1232) 20.59 (1.91) 7036 4.72 (0.44)17 7/8"(455) 38"(965) 17.85 (1.66) 9.76 (0.91) 4.04 (0.38) 9.45 (0.88) 42 1/2"(1080) 24.06 (2.24) 7040 5.47 (0.51)17 7/8"(455) 44"(1118) 20.89 (1.94) 11.42 (1.06) 4.73 (0.44) 10.94 (1.02) 36 1/2"(927) 27.54 (2.56) 7046 6.21 (0.58)17 7/8"(455) 50"(1270) 23.93 (2.22) 13.09 (1.22) 5.42 (0.50) 12.43 (1.15) 30 1/2"(775) 31.02 (2.88) 7050 6.96 (0.65)17 7/8"(455) 56"(1422) 26.97 (2.51) 14.75 (1.37) 6.11 (0.57) 13.92 (1.29) 24 1/2"(622) 34.50 (3.21) 7056 7.71 (0.72)17 7/8"(455) 62"(1575) 30.01 (2.79) 16.41 (1.52) 6.80 (0.63) 15.41 (1.43) 18 1/2"(470) 37.98 (3.53) 7060 8.45 (0.79)17 7/8"(455) 68"(1727) 33.05 (3.07) 18.07 (1.68) 7.49 (0.70) 16.90 (1.57) 12 1/2"(318) 41.46 (3.85) 7616 1.89 (0.18)19 3/8"(493) 14"(356) 6.17 (0.57) 3.35 (0.31) 1.41 (0.13) 3.77 (0.35) 66 1/2"(1689) 10.88 (1.01) 7620 2.69 (0.25)19 3/8"(493) 20"(508) 9.46 (0.88) 5.14 (0.48) 2.16 (0.20) 5.39 (0.50) 60 1/2"(1537) 14.61 (1.36) 7626 3.50 (0.33)19 3/8"(493) 26"(660) 12.74 (1.18) 6.92 (0.64) 2.91 (0.27) 7.01 (0.65) 54 1/2"(1384) 18.34 (1.70) 7630 4.31 (0.40)19 3/8"(493) 32"(813) 16.03 (1.49) 8.71 (0.81) 3.66 (0.34) 8.62 (0.80) 48 1/2"(1232) 22.06 (2.05) 7636 5.12 (0.48)19 3/8"(493) 38"(965) 19.32 (1.80) 10.50 (0.98) 4.41 (0.41) 10.24 (0.95) 42 1/2"(1080) 25.79 (2.40) 7640 5.93 (0.55)19 3/8"(493) 44"(1118) 22.61 (2.10) 12.28 (1.14) 5.16 (0.48) 11.85 (1.10) 36 1/2"(927) 29.52 (2.74) 7646 6.74 (0.63)19 3/8"(493) 50"(1270) 25.90 (2.41) 14.07 (1.31) 5.91 (0.55) 13.47 (1.25) 30 1/2"(775) 33.25 (3.09) 7650 7.54 (0.70)19 3/8"(493) 56"(1422) 29.19 (2.71) 15.86 (1.47) 6.67 (0.62) 15.09 (1.40) 24 1/2"(622) 36.98 (3.44) 7656 8.35 (0.78)19 3/8"(493) 62"(1575) 32.48 (3.02) 17.64 (1.64) 7.42 (0.69) 16.70 (1.55) 18 1/2"(470) 40.71 (3.78) 7660 9.16 (0.85)19 3/8"(493) 68"(1727) 35.77 (3.32) 19.43 (1.81) 8.17 (0.76) 18.32 (1.70) 12 1/2"(318) 44.44 (4.13) 8016 2.03 (0.19)20 7/8"(531) 14"(356) 6.64 (0.62) 3.58 (0.33) 1.53 (0.14) 4.06 (0.38) 66 1/2"(1689) 11.61 (1.08) 8020 2.90 (0.27)20 7/8"(531) 20"(508) 10.17 (0.95) 5.50 (0.51) 2.34 (0.22) 5.81 (0.54) 60 1/2"(1537) 15.59 (1.45) 8026 3.77 (0.35)20 7/8"(531) 26"(660) 13.71 (1.27) 7.41 (0.69) 3.15 (0.29) 7.55 (0.70) 54 1/2"(1384) 19.56 (1.82) 8030 4.64 (0.43)20 7/8"(531) 32"(813) 17.25 (1.60) 9.32 (0.87) 3.97 (0.37) 9.29 (0.86) 48 1/2"(1232) 23.54 (2.19) 8036 5.52 (0.51)20 7/8"(531) 38"(965) 20.79 (1.93) 11.23 (1.04) 4.78 (0.44) 11.03 (1.02) 42 1/2"(1080) 27.52 (2.56) 8040 ◊6.39 (0.59)20 7/8"(531) 44"(1118) 24.33 (2.26) 13.14 (1.22) 5.59 (0.52) 12.77 (1.19) 36 1/2"(927) 31.50 (2.93) 8046 ◊7.26 (0.67)20 7/8"(531) 50"(1270) 27.87 (2.59) 15.06 (1.40) 6.41 (0.60) 14.51 (1.35) 30 1/2"(775) 35.48 (3.30) 8050 ◊8.13 (0.76)20 7/8"(531) 56"(1422) 31.41 (2.92) 16.97 (1.58) 7.22 (0.67) 16.25 (1.51) 24 1/2"(622) 39.46 (3.67) 8056 ◊9.00 (0.84)20 7/8"(531) 62"(1575) 34.95 (3.25) 18.88 (1.75) 8.03 (0.75) 18.00 (1.67) 18 1/2"(470) 43.44 (4.04) 8060 ◊9.87 (0.92)20 7/8"(531) 68"(1727) 38.48 (3.58) 20.79 (1.93) 8.85 (0.82) 19.74 (1.83) 12 1/2"(318) 47.42 (4.41) 8616 2.18 (0.20)22 3/8"(569) 14"(356) 7.10 (0.66) 3.82 (0.35) 1.64 (0.15) 4.36 (0.40) 66 1/2"(1689) 12.34 (1.15) 8620 3.11 (0.29)22 3/8"(569) 20"(508) 10.89 (1.01) 5.86 (0.54) 2.52 (0.23) 6.22 (0.58) 60 1/2"(1537) 16.56 (1.54) 8626 4.04 (0.38)22 3/8"(569) 26"(660) 14.68 (1.36) 7.89 (0.73) 3.39 (0.32) 8.09 (0.75) 54 1/2"(1384) 20.79 (1.93) 8630 4.98 (0.46)22 3/8"(569) 32"(813) 18.47 (1.72) 9.93 (0.92) 4.27 (0.40) 9.96 (0.92) 48 1/2"(1232) 25.02 (2.32) 8636 ◊5.91 (0.55)22 3/8"(569) 38"(965) 22.26 (2.07) 11.97 (1.11) 5.15 (0.48) 11.82 (1.10) 42 1/2"(1080) 29.25 (2.72) 8640 ◊6.84 (0.64)22 3/8"(569) 44"(1118) 26.05 (2.42) 14.00 (1.30) 6.02 (0.56) 13.69 (1.27) 36 1/2"(927) 33.48 (3.11) 8646 ◊7.78 (0.72)22 3/8"(569) 50"(1270) 29.84 (2.77) 16.04 (1.49) 6.90 (0.64) 15.55 (1.45) 30 1/2"(775) 37.71 (3.50) 8650 ◊8.71 (0.81)22 3/8"(569) 56"(1422) 33.63 (3.12) 18.08 (1.68) 7.77 (0.72) 17.42 (1.62) 24 1/2"(622) 41.94 (3.90) continued on next page• “Top of Subfloor to Top of Inside Sill Stop” is calculated based upon a structural header height of 6'-10 1/2" (2096). • Dimensions in parentheses are in millimeters or square meters. ◊Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). 60 GLIDING WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 216 Gliding Window Opening and Area Specifications – Active-Stationary-Active (XOX) 1:2:1 Sash Ratio Window Number Clear Opening Area Sq. Ft./(m2) Clear Opening in Full Open Position Total Glass Area Sq. Ft./(m2) Fixed Sash Glass Area Sq. Ft./(m2) Single Active Sash Glass Area Sq. Ft./(m2) Vent Area Sq. Ft./(m2) Top of Subfloor to Top of Inside Sill Stop Inches/(mm) Overall Window Area Sq. Ft./(m2) Width Inches/(mm) Height Inches/(mm) 8656 ◊9.64 (0.90)22 3/8"(569) 62"(1575) 37.41 (3.48) 20.11 (1.87) 8.65 (0.80) 19.29 (1.79) 18 1/2"(470) 46.17 (4.29) 8660 ◊10.58 (0.98)22 3/8"(569) 68"(1727) 41.20 (3.83) 22.15 (2.06) 9.53 (0.89) 21.15 (1.97) 12 1/2"(318) 50.40 (4.68) 9016 2.32 (0.22) 23 7/8"(607) 14"(356) 7.57 (0.70) 4.05 (0.38) 1.76 (0.16) 4.65 (0.43) 66 1/2"(1689) 13.06 (1.21) 9020 3.32 (0.31) 23 7/8"(607) 20"(508) 11.61 (1.08) 6.22 (0.58) 2.70 (0.25) 6.64 (0.62) 60 1/2"(1537) 17.54 (1.63) 9026 4.32 (0.40) 23 7/8"(607) 26"(660) 15.65 (1.45) 8.38 (0.78) 3.64 (0.34) 8.63 (0.80) 54 1/2"(1384) 22.02 (2.05) 9030 5.31 (0.49) 23 7/8"(607) 32"(813) 19.69 (1.83) 10.54 (0.98) 4.58 (0.43) 10.62 (0.99) 48 1/2"(1232) 26.50 (2.46) 9036 ◊6.31 (0.59) 23 7/8"(607) 38"(965) 23.73 (2.20) 12.70 (1.18) 5.51 (0.51) 12.61 (1.17) 42 1/2"(1080) 30.98 (2.88) 9040 ◊7.30 (0.68) 23 7/8"(607) 44"(1118) 27.77 (2.58) 14.86 (1.38) 6.45 (0.60) 14.60 (1.36) 36 1/2"(927) 35.46 (3.29) 9046 ◊8.30 (0.77) 23 7/8"(607) 50"(1270) 31.81 (2.95) 17.02 (1.58) 7.39 (0.69) 16.60 (1.54) 30 1/2"(775) 39.94 (3.71) 9050 ◊9.29 (0.86) 23 7/8"(607) 56"(1422) 35.84 (3.33) 19.19 (1.78) 8.33 (0.77) 18.59 (1.73) 24 1/2"(622) 44.42 (4.13) 9056 ◊10.29 (0.96) 23 7/8"(607) 62"(1575) 39.88 (3.71) 21.35 (1.98) 9.27 (0.86) 20.58 (1.91) 18 1/2"(470) 48.90 (4.54) 9060 ◊11.29 (1.05) 23 7/8"(607) 68"(1727) 43.92 (4.08) 23.51 (2.18) 10.21 (0.95) 22.57 (2.10) 12 1/2"(318) 53.38 (4.96) 10016 2.62 (0.24) 26 7/8"(683) 14"(356) 8.51 (0.79) 4.52 (0.42) 1.99 (0.19) 5.23 (0.49) 66 1/2"(1689) 14.52 (1.35) 10020 3.74 (0.35) 26 7/8"(683) 20"(508) 13.05 (1.21) 6.93 (0.64) 3.06 (0.28) 7.47 (0.69) 60 1/2"(1537) 19.50 (1.81) 10026 4.86 (0.45) 26 7/8"(683) 26"(660) 17.59 (1.63) 9.35 (0.87) 4.12 (0.38) 9.71 (0.90) 54 1/2"(1384) 24.48 (2.27) 10030 5.98 (0.56) 26 7/8"(683) 32"(813) 22.13 (2.06) 11.76 (1.09) 5.18 (0.48) 11.96 (1.11) 48 1/2"(1232) 29.46 (2.74) 10036 ◊7.10 (0.66) 26 7/8"(683) 38"(965) 26.67 (2.48) 14.17 (1.32) 6.25 (0.58) 14.20 (1.32) 42 1/2"(1080) 34.44 (3.20) 10040 ◊8.22 (0.76) 26 7/8"(683) 44"(1118) 31.20 (2.90) 16.58 (1.54) 7.31 (0.68) 16.44 (1.53) 36 1/2"(927) 39.42 (3.66) 10046 ◊9.34 (0.87) 26 7/8"(683) 50"(1270) 35.74 (3.32) 18.99 (1.76) 8.38 (0.78) 18.68 (1.74) 30 1/2"(775) 44.40 (4.12) 10050 ◊10.46 (0.97) 26 7/8"(683) 56"(1422) 40.28 (3.74) 21.40 (1.99) 9.44 (0.88) 20.92 (1.94) 24 1/2"(622) 49.38 (4.59) 10056 ◊11.58 (1.08) 26 7/8"(683) 62"(1575) 44.82 (4.16) 23.82 (2.21) 10.50 (0.98) 23.16 (2.15) 18 1/2"(470) 54.36 (5.05) 10060 ◊12.70 (1.18) 26 7/8"(683) 68"(1727) 49.36 (4.59) 26.23 (2.44) 11.57 (1.07) 25.40 (2.36) 12 1/2"(318) 59.34 (5.51) 11016 2.91 (0.27) 29 7/8"(759) 14"(356) 9.45 (0.88) 4.99 (0.46) 2.23 (0.21) 5.81 (0.54) 66 1/2"(1689) 15.98 (1.48) 11020 4.15 (0.39) 29 7/8"(759) 20"(508) 14.49 (1.35) 7.65 (0.71) 3.42 (0.32) 8.31 (0.77) 60 1/2"(1537) 21.46 (1.99) 11026 5.40 (0.50) 29 7/8"(759) 26"(660) 19.53 (1.81) 10.31 (0.96) 4.61 (0.43) 10.80 (1.00) 54 1/2"(1384) 26.94 (2.50) 11030 ◊6.64 (0.62) 29 7/8"(759) 32"(813) 24.56 (2.28) 12.98 (1.21) 5.79 (0.54) 13.29 (1.23) 48 1/2"(1232) 32.42 (3.01) 11036 ◊7.89 (0.73) 29 7/8"(759) 38"(965) 29.60 (2.75) 15.64 (1.45) 6.98 (0.65) 15.78 (1.47) 42 1/2"(1080) 37.90 (3.52) 11040 ◊9.14 (0.85) 29 7/8"(759) 44"(1118) 34.64 (3.22) 18.30 (1.70) 8.17 (0.76) 18.27 (1.70) 36 1/2"(927) 43.38 (4.03) 11046 ◊10.38 (0.96) 29 7/8"(759) 50"(1270) 39.68 (3.69) 20.96 (1.95) 9.36 (0.87) 20.76 (1.93) 30 1/2"(775) 48.86 (4.54) 11050 ◊11.63 (1.08) 29 7/8"(759) 56"(1422) 44.72 (4.15) 23.62 (2.19) 10.55 (0.98) 23.25 (2.16) 24 1/2"(622) 54.34 (5.05) 11056 ◊12.87 (1.20) 29 7/8"(759) 62"(1575) 49.76 (4.62) 26.28 (2.44) 11.74 (1.09) 25.75 (2.39) 18 1/2"(470) 59.81 (5.56) 11060 ◊14.12 (1.31) 29 7/8"(759) 68"(1727) 54.80 (5.09) 28.95 (2.69) 12.92 (1.20) 28.24 (2.62) 12 1/2"(318) 65.29 (6.07) 12016 3.20 (0.30) 32 7/8"(836) 14"(356) 10.39 (0.96) 5.46 (0.51) 2.46 (0.23) 6.40 (0.59) 66 1/2"(1689) 17.44 (1.62) 12020 4.57 (0.42) 32 7/8"(836) 20"(508) 15.92 (1.48) 8.37 (0.78) 3.78 (0.35) 9.14 (0.85) 60 1/2"(1537) 23.42 (2.18) 12026 ◊5.94 (0.55) 32 7/8"(836) 26"(660) 21.46 (1.99) 11.28 (1.05) 5.09 (0.47) 11.88 (1.10) 54 1/2"(1384) 29.40 (2.73) 12030 ◊7.31 (0.68) 32 7/8"(836) 32"(813) 27.00 (2.51) 14.19 (1.32) 6.40 (0.59) 14.62 (1.36) 48 1/2"(1232) 35.38 (3.29) 12036 ◊8.68 (0.81) 32 7/8"(836) 38"(965) 32.54 (3.02) 17.11 (1.59) 7.72 (0.72) 17.36 (1.61) 42 1/2"(1080) 41.36 (3.84) 12040 ◊10.05 (0.93) 32 7/8"(836) 44"(1118) 38.08 (3.54) 20.02 (1.86) 9.03 (0.84) 20.10 (1.87) 36 1/2"(927) 47.34 (4.40) 12046 ◊11.42 (1.06) 32 7/8"(836) 50"(1270) 43.62 (4.05) 22.93 (2.13) 10.34 (0.96) 22.85 (2.12) 30 1/2"(775) 53.31 (4.95) 12050 ◊12.79 (1.19) 32 7/8"(836) 56"(1422) 49.16 (4.57) 25.84 (2.40) 11.66 (1.08) 25.59 (2.38) 24 1/2"(622) 59.29 (5.51) 12056 ◊14.16 (1.32) 32 7/8"(836) 62"(1575) 54.70 (5.08) 28.75 (2.67) 12.97 (1.21) 28.33 (2.63) 18 1/2"(470) 65.27 (6.06) 12060 ◊15.54 (1.44) 32 7/8"(836) 68"(1727) 60.23 (5.60) 31.67 (2.94) 14.28 (1.33) 31.07 (2.89) 12 1/2"(318) 71.25 (6.62) (continued) • “Top of Subfloor to Top of Inside Sill Stop” is calculated based upon a structural header height of 6'-10 1/2" (2096). • Dimensions in parentheses are in millimeters or square meters. ◊Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). 61 100 S e r i e s G l i d i n g Wi n d o w s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 217 continued on next page Gliding Window Opening and Area Specifications – Active-Stationary-Active (XOX) 1:1:1 Equal Sash Ratio Window Number Clear Opening Area Sq. Ft./(m2) Clear Opening in Full Open Position Total Glass Area Sq. Ft./(m2) Fixed Sash Glass Area Sq. Ft./(m2) Single Active Sash Glass Area Sq. Ft./(m2) Vent Area Sq. Ft./(m2) Top of Subfloor to Top of Inside Sill Stop Inches/(mm) Overall Window Area Sq. Ft./(m2) Width Inches/(mm) Height Inches/(mm) 4016 1.04 (0.10)10 5/8"(271) 14"(356) 2.89 (0.27) 0.96 (0.09) 0.96 (0.09) 2.07 (0.19)66 1/2"(1689) 5.77 (0.54) 4020 1.48 (0.14)10 5/8"(271) 20"(508) 4.42 (0.41) 1.48 (0.14) 1.47 (0.14) 2.96 (0.28)60 1/2"(1537) 7.75 (0.72) 4026 1.93 (0.18)10 5/8"(271) 26"(660) 5.96 (0.55) 1.99 (0.19) 1.99 (0.18) 3.85 (0.36)54 1/2"(1384) 9.73 (0.90) 4030 2.37 (0.22)10 5/8"(271) 32"(813) 7.50 (0.70) 2.51 (0.23) 2.50 (0.23) 4.74 (0.44)48 1/2"(1232) 11.71 (1.09) 4036 2.82 (0.26)10 5/8"(271) 38"(965) 9.04 (0.84) 3.02 (0.28) 3.01 (0.28) 5.63 (0.52)42 1/2"(1080) 13.69 (1.27) 4040 3.26 (0.30)10 5/8"(271) 44"(1118) 10.58 (0.98) 3.53 (0.33) 3.52 (0.33) 6.52 (0.61)36 1/2"(927) 15.67 (1.46) 4046 3.70 (0.34)10 5/8"(271) 50"(1270) 12.12 (1.13) 4.05 (0.38) 4.03 (0.37) 7.41 (0.69)30 1/2"(775) 17.65 (1.64) 4050 4.15 (0.39)10 5/8"(271) 56"(1422) 13.66 (1.27) 4.56 (0.42) 4.55 (0.42) 8.30 (0.77)24 1/2"(622) 19.63 (1.82) 4056 4.59 (0.43)10 5/8"(271) 62"(1575) 15.20 (1.41) 5.08 (0.47) 5.06 (0.47) 9.19 (0.85)18 1/2"(470) 21.61 (2.01) 4060 5.04 (0.47)10 5/8"(271) 68"(1727) 16.73 (1.55) 5.59 (0.52) 5.57 (0.52) 10.08 (0.94)12 1/2"(318) 23.59 (2.19) 5016 1.43 (0.13)14 5/8"(373) 14"(356) 3.82 (0.36) 1.28 (0.12) 1.27 (0.12) 2.85 (0.26)66 1/2"(1689) 7.23 (0.67) 5020 2.04 (0.19)14 5/8"(373) 20"(508) 5.86 (0.54) 1.96 (0.18) 1.95 (0.18) 4.07 (0.38)60 1/2"(1537) 9.71 (0.90) 5026 2.65 (0.25)14 5/8"(373) 26"(660) 7.90 (0.73) 2.64 (0.25) 2.63 (0.24) 5.30 (0.49)54 1/2"(1384) 12.19 (1.13) 5030 3.26 (0.30)14 5/8"(373) 32"(813) 9.94 (0.92) 3.32 (0.31) 3.31 (0.31) 6.52 (0.61)48 1/2"(1232) 14.67 (1.36) 5036 3.87 (0.36)14 5/8"(373) 38"(965) 11.98 (1.11) 4.00 (0.37) 3.99 (0.37) 7.74 (0.72)42 1/2"(1080) 17.15 (1.59) 5040 4.48 (0.42)14 5/8"(373) 44"(1118) 14.02 (1.30) 4.68 (0.43) 4.67 (0.43) 8.96 (0.83)36 1/2"(927) 19.63 (1.82) 5046 5.09 (0.47)14 5/8"(373) 50"(1270) 16.06 (1.49) 5.36 (0.50) 5.35 (0.50) 10.19 (0.95)30 1/2"(775) 22.11 (2.05) 5050 5.70 (0.53)14 5/8"(373) 56"(1422) 18.09 (1.68) 6.04 (0.56) 6.03 (0.56) 11.41 (1.06)24 1/2"(622) 24.59 (2.28) 5056 6.32 (0.59)14 5/8"(373) 62"(1575) 20.13 (1.87) 6.72 (0.62) 6.71 (0.62) 12.63 (1.17)18 1/2"(470) 27.06 (2.51) 5060 6.93 (0.64)14 5/8"(373) 68"(1727) 22.17 (2.06) 7.40 (0.69) 7.38 (0.69) 13.85 (1.29)12 1/2"(318) 29.54 (2.74) 6016 1.82 (0.17)18 5/8"(474) 14"(356) 4.76 (0.44) 1.59 (0.15) 1.59 (0.15) 3.63 (0.34)66 1/2"(1689) 8.69 (0.81) 6020 2.59 (0.24)18 5/8"(474) 20"(508) 7.30 (0.68) 2.44 (0.23) 2.43 (0.23) 5.19 (0.48)60 1/2"(1537) 11.67 (1.08) 6026 3.37 (0.31)18 5/8"(474) 26"(660) 9.84 (0.91) 3.28 (0.31) 3.28 (0.30) 6.74 (0.63)54 1/2"(1384) 14.65 (1.36) 6030 4.15 (0.39)18 5/8"(474) 32"(813) 12.38 (1.15) 4.13 (0.38) 4.12 (0.38) 8.30 (0.77)48 1/2"(1232) 17.63 (1.64) 6036 4.93 (0.46)18 5/8"(474) 38"(965) 14.92 (1.39) 4.98 (0.46) 4.97 (0.46) 9.85 (0.92)42 1/2"(1080) 20.61 (1.91) 6040 5.70 (0.53)18 5/8"(474) 44"(1118) 17.45 (1.62) 5.83 (0.54) 5.81 (0.54) 11.41 (1.06)36 1/2"(927) 23.59 (2.19) 6046 6.48 (0.60)18 5/8"(474) 50"(1270) 19.99 (1.86) 6.67 (0.62) 6.66 (0.62) 12.96 (1.20)30 1/2"(775) 26.56 (2.47) 6050 7.26 (0.67)18 5/8"(474) 56"(1422) 22.53 (2.09) 7.52 (0.70) 7.51 (0.70) 14.52 (1.35)24 1/2"(622) 29.54 (2.74) 6056 8.04 (0.75)18 5/8"(474) 62"(1575) 25.07 (2.33) 8.37 (0.78) 8.35 (0.78) 16.08 (1.49)18 1/2"(470) 32.52 (3.02) 6060 8.82 (0.82)18 5/8"(474) 68"(1727) 27.61 (2.56) 9.22 (0.86) 9.20 (0.85) 17.63 (1.64)12 1/2"(318) 35.50 (3.30) 7016 2.20 (0.20)22 5/8"(576) 14"(356) 5.70 (0.53) 1.90 (0.18) 1.90 (0.18) 4.41 (0.41)66 1/2"(1689) 10.15 (0.94) 7020 3.15 (0.29)22 5/8"(576) 20"(508) 8.74 (0.81) 2.92 (0.27) 2.91 (0.27) 6.30 (0.59)60 1/2"(1537) 13.63 (1.27) 7026 4.09 (0.38)22 5/8"(576) 26"(660) 11.78 (1.09) 3.93 (0.37) 3.92 (0.36) 8.19 (0.76)54 1/2"(1384) 17.11 (1.59) 7030 5.04 (0.47)22 5/8"(576) 32"(813) 14.81 (1.38) 4.94 (0.46) 4.94 (0.46) 10.08 (0.94)48 1/2"(1232) 20.59 (1.91) 7036 ◊5.98 (0.56)22 5/8"(576) 38"(965) 17.85 (1.66) 5.96 (0.55) 5.95 (0.55) 11.96 (1.11)42 1/2"(1080) 24.06 (2.24) 7040 ◊6.93 (0.64)22 5/8"(576) 44"(1118) 20.89 (1.94) 6.97 (0.65) 6.96 (0.65) 13.85 (1.29)36 1/2"(927) 27.54 (2.56) 7046 ◊7.87 (0.73)22 5/8"(576) 50"(1270) 23.93 (2.22) 7.99 (0.74) 7.97 (0.74) 15.74 (1.46)30 1/2"(775) 31.02 (2.88) 7050 ◊8.82 (0.82)22 5/8"(576) 56"(1422) 26.97 (2.51) 9.00 (0.84) 8.98 (0.83) 17.63 (1.64)24 1/2"(622) 34.50 (3.21) 7056 ◊9.76 (0.91)22 5/8"(576) 62"(1575) 30.01 (2.79) 10.01 (0.93) 10.00 (0.93) 19.52 (1.81)18 1/2"(470) 37.98 (3.53) 7060 ◊10.70 (0.99)22 5/8"(576) 68"(1727) 33.05 (3.07) 11.03 (1.02) 11.01 (1.02) 21.41 (1.99)12 1/2"(318) 41.46 (3.85) 7616 2.40 (0.22)24 5/8"(627) 14"(356) 6.17 (0.57) 2.06 (0.19) 2.05 (0.19) 4.80 (0.45)66 1/2"(1689) 10.88 (1.01) 7620 3.43 (0.32)24 5/8"(627) 20"(508) 9.46 (0.88) 3.15 (0.29) 3.15 (0.29) 6.85 (0.64)60 1/2"(1537) 14.61 (1.36) 7626 4.45 (0.41)24 5/8"(627) 26"(660) 12.74 (1.18) 4.25 (0.40) 4.25 (0.39) 8.91 (0.83)54 1/2"(1384) 18.34 (1.70) 7630 5.48 (0.51)24 5/8"(627) 32"(813) 16.03 (1.49) 5.35 (0.50) 5.34 (0.50) 10.96 (1.02)48 1/2"(1232) 22.06 (2.05) 7636 ◊6.51 (0.60)24 5/8"(627) 38"(965) 19.32 (1.80) 6.45 (0.60) 6.44 (0.60) 13.02 (1.21)42 1/2"(1080) 25.79 (2.40) 7640 ◊7.54 (0.70)24 5/8"(627) 44"(1118) 22.61 (2.10) 7.54 (0.70) 7.53 (0.70) 15.08 (1.40)36 1/2"(927) 29.52 (2.74) 7646 ◊8.57 (0.80)24 5/8"(627) 50"(1270) 25.90 (2.41) 8.64 (0.80) 8.63 (0.80) 17.13 (1.59)30 1/2"(775) 33.25 (3.09) 7650 ◊9.59 (0.89)24 5/8"(627) 56"(1422) 29.19 (2.71) 9.74 (0.90) 9.72 (0.90) 19.19 (1.78)24 1/2"(622) 36.98 (3.44) 7656 ◊10.62 (0.99)24 5/8"(627) 62"(1575) 32.48 (3.02) 10.84 (1.01) 10.82 (1.01) 21.24 (1.97)18 1/2"(470) 40.71 (3.78) 7660 ◊11.65 (1.08)24 5/8"(627) 68"(1727) 35.77 (3.32) 11.93 (1.11) 11.92 (1.11) 23.30 (2.16)12 1/2"(318) 44.44 (4.13) 8016 2.59 (0.24)26 5/8"(677) 14"(356) 6.64 (0.62) 2.21 (0.21) 2.21 (0.21) 5.19 (0.48)66 1/2"(1689) 11.61 (1.08) 8020 3.70 (0.34)26 5/8"(677) 20"(508) 10.17 (0.95) 3.39 (0.32) 3.39 (0.31) 7.41 (0.69)60 1/2"(1537) 15.59 (1.45) 8026 4.82 (0.45)26 5/8"(677) 26"(660) 13.71 (1.27) 4.58 (0.43) 4.57 (0.42) 9.63 (0.89)54 1/2"(1384) 19.56 (1.82) 8030 ◊5.93 (0.55)26 5/8"(677) 32"(813) 17.25 (1.60) 5.76 (0.53) 5.75 (0.53) 11.85 (1.10)48 1/2"(1232) 23.54 (2.19) 8036 ◊7.04 (0.65)26 5/8"(677) 38"(965) 20.79 (1.93) 6.94 (0.64) 6.93 (0.64) 14.08 (1.31)42 1/2"(1080) 27.52 (2.56) 8040 ◊8.15 (0.76)26 5/8"(677) 44"(1118) 24.33 (2.26) 8.12 (0.75) 8.11 (0.75) 16.30 (1.51)36 1/2"(927) 31.50 (2.93) 8046 ◊9.26 (0.86)26 5/8"(677) 50"(1270) 27.87 (2.59) 9.30 (0.86) 9.28 (0.86) 18.52 (1.72)30 1/2"(775) 35.48 (3.30) 8050 ◊10.37 (0.96)26 5/8"(677) 56"(1422) 31.41 (2.92) 10.48 (0.97) 10.46 (0.97) 20.74 (1.93)24 1/2"(622) 39.46 (3.67) • “Top of Subfloor to Top of Inside Sill Stop” is calculated based upon a structural header height of 6'-10 1/2" (2096). • Dimensions in parentheses are in millimeters or square meters. ◊Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). 62 GLIDING WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 218 Gliding Window Opening and Area Specifications – Active-Stationary-Active (XOX) 1:1:1 Equal Sash Ratio Window Number Clear Opening Area Sq. Ft./(m2) Clear Opening in Full Open Position Total Glass Area Sq. Ft./(m2) Fixed Sash Glass Area Sq. Ft./(m2) Single Active Sash Glass Area Sq. Ft./(m2) Vent Area Sq. Ft./(m2) Top of Subfloor to Top of Inside Sill Stop Inches/(mm) Overall Window Area Sq. Ft./(m2)Width Inches/(mm) Height Inches/(mm) 8056 ◊11.48 (1.07)26 5/8"(677) 62"(1575) 34.95 (3.25) 11.66 (1.08) 11.64 (1.08) 22.97 (2.13)18 1/2"(470) 43.44 (4.04) 8060 ◊12.59 (1.17)26 5/8"(677) 68"(1727) 38.48 (3.58) 12.84 (1.19) 12.82 (1.19) 25.19 (2.34)12 1/2"(318) 47.42 (4.41) 8616 2.79 (0.26)28 5/8"(728) 14"(356) 7.10 (0.66) 2.37 (0.22) 2.37 (0.22) 5.57 (0.52) 66 1/2"(1689) 12.34 (1.15) 8620 3.98 (0.37)28 5/8"(728) 20"(508) 10.89 (1.01) 3.63 (0.34) 3.63 (0.34) 7.96 (0.74) 60 1/2"(1537) 16.56 (1.54) 8626 5.18 (0.48)28 5/8"(728) 26"(660) 14.68 (1.36) 4.90 (0.46) 4.89 (0.45) 10.35 (0.96) 54 1/2"(1384) 20.79 (1.93) 8630 ◊6.37 (0.59)28 5/8"(728) 32"(813) 18.47 (1.72) 6.16 (0.57) 6.15 (0.57) 12.74 (1.18) 48 1/2"(1232) 25.02 (2.32) 8636 ◊7.57 (0.70)28 5/8"(728) 38"(965) 22.26 (2.07) 7.43 (0.69) 7.42 (0.69) 15.13 (1.41) 42 1/2"(1080) 29.25 (2.72) 8640 ◊8.76 (0.81)28 5/8"(728) 44"(1118) 26.05 (2.42) 8.69 (0.81) 8.68 (0.81) 17.52 (1.63) 36 1/2"(927) 33.48 (3.11) 8646 ◊9.95 (0.92)28 5/8"(728) 50"(1270) 29.84 (2.77) 9.95 (0.92) 9.94 (0.92) 19.91 (1.85) 30 1/2"(775) 37.71 (3.50) 8650 ◊11.15 (1.04)28 5/8"(728) 56"(1422) 33.63 (3.12) 11.22 (1.04) 11.20 (1.04) 22.30 (2.07) 24 1/2"(622) 41.94 (3.90) 8656 ◊12.34 (1.15)28 5/8"(728) 62"(1575) 37.41 (3.48) 12.48 (1.16) 12.47 (1.16) 24.69 (2.29) 18 1/2"(470) 46.17 (4.29) 8660 ◊13.54 (1.26)28 5/8"(728) 68"(1727) 41.20 (3.83) 13.75 (1.28) 13.73 (1.28) 27.08 (2.52) 12 1/2"(318) 50.40 (4.68) Number of lights and overall pattern varies with window size. Patterns shown may not be available for all sizes. Specified equal light and custom patterns are also available. For specified equal light, specify number of same-size rectangles across or down. For more information on divided light, see page 13 or visit andersenwindows.com/grilles. Prairie A Colonial Colonial Fractional Fractional Modied Tall Short Grille Patterns Gliding Custom ExampleSpecied Equal Light Examples (continued) • “Top of Subfloor to Top of Inside Sill Stop” is calculated based upon a structural header height of 6'-10 1/2" (2096). • Dimensions in parentheses are in millimeters or square meters. ◊Meets or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). 63 100 S e r i e s G l i d i n g Wi n d o w s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 219 Gliding Window Details – New Construction Scale 1 1 ⁄2" (38) = 1'-0" (305) — 1:8 • Drip cap is required to complete window installation as shown but may not be included with the window. Use of drip cap is recommended for proper installation. • Light-colored areas are parts included with window. Dark-colored areas are additional Andersen® parts required to complete window assembly as shown. • Minimum rough openings may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See installation information on page 110. • Details are for illustration only and are not intended to represent product installation methods or materials. Refer to product installation instructions at andersenwindows.com. • Dimensions in parentheses are in millimeters. Vertical Section Vertical Section Stucco Exterior Horizontal Section Stucco Exterior Horizontal Section 3 1 ⁄8" (7 9 ) Wi n d o w D i m e n s i o n H e i g h t Mi n i m u m R o u g h O p e n i n g Un o b s t r . Gl a s s 1 3 ⁄8" (35) 3 1 ⁄4" (83) 1 ⁄4" (6 ) 3 1 ⁄8" (7 9 ) 1 ⁄4" (6 ) Low-E Glass sill head Andersen® Extension Jamb Attachment Flange (optional) Sill Stop to Suboor Dimension 1 3 ⁄4" (44) Clear Opening 3 1 ⁄8" (7 9 ) Wi n d o w D i m e n s i o n H e i g h t Mi n i m u m R o u g h O p e n i n g Un o b s t r . Gl a s s 1" (25) 3 1 ⁄4" (83) 1 ⁄4" (6 ) 1 ⁄8" (3 ) 3 1 ⁄8" (7 9 ) 1 ⁄ 8" (3 ) 1 ⁄4" (6 ) Low-E Glass sill head Sill Stop to Suboor Dimension 1 3 ⁄4" (44) Clear Opening Low-E Glass Insect Screen (79)(79) Window Dimension Width Minimum Rough Opening 3 1 ⁄8"Unobstructed Glass1 3 ⁄ 8" (3 5 ) 3 1 ⁄4" (8 3 ) 1 ⁄4" (6) 1 ⁄4" (6) (56) 2 3 ⁄16"3 1 ⁄8"Unobstructed Glass jambjamb meeting stile Andersen® Extension Jamb Attachment Flange (optional) 1 3 ⁄4" (44) Clear Opening 1 ⁄4" (6) 1 ⁄8" (3)1 ⁄8" (3) 1 ⁄4" (6) (79)(79) Window Dimension Width Minimum Rough Opening 3 1 ⁄8"Unobstructed Glass 1" (2 5 ) 3 1 ⁄4" (8 3 ) (56) 2 3 ⁄16"3 1 ⁄8"Unobstructed Glass Low-E Glass Insect Screen jambjamb meeting stile 1 3 ⁄4" (44) Clear Opening 1 3/8" f l a n g e s e t b a c k 1" f l a n g e s e t b a c k w i t h s t u c c o k e y Vertical Section Picture Over Gliding 6 3 ⁄4" (1 7 1 ) 3 7⁄ 8" (9 8 ) in t e g r a l See pages 84-87 for joining details. 64 GLIDING WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 220 Vertical Section Existing Framed Opening Horizontal Section Existing Framed Opening sill head Andersen® Extension Jamb Attachment Flange (optional) 3 1 ⁄ 8" (7 9 ) Wi n d o w D i m e n s i o n H e i g h t Mi n i m u m R o u g h O p e n i n g Un o b s t r . Gl a s s 3 1 ⁄4" (83) 1 ⁄4" (6 ) 3 1 ⁄ 8" (7 9 ) 1 ⁄4" (6 ) Low-E Glass Sill Stop to Suboor Dimension 1 3 ⁄4" (44) Clear Opening Low-E Glass Insect Screen (79)(79) Window Dimension Width Minimum Rough Opening 3 1 ⁄8"Unobstructed Glass 3 1 ⁄4" (8 3 ) 1 ⁄4" (6) 1 ⁄4" (6) (56) 2 3 ⁄16"3 1 ⁄8"Unobstructed Glass jambjamb meeting stile Andersen® Extension Jamb Attachment Flange (optional) 1 3 ⁄4" (44) Clear Opening Gliding Window Details – Replacement Scale 1 1 ⁄2" (38) = 1'-0" (305) — 1:8 • Drip cap is required to complete window installation as shown but may not be included with the window. Use of drip cap is recommended for proper installation. • Light-colored areas are parts included with window. Dark-colored areas are additional Andersen® parts required to complete window assembly as shown. • Minimum rough openings may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See installation information on page 110. • Details are for illustration only and are not intended to represent product installation methods or materials. Refer to product installation instructions at andersenwindows.com. • Dimensions in parentheses are in millimeters. no f l a n g e in s e r t Vertical Section Picture Over Gliding 6 3 ⁄4" (1 7 1 ) 3 7⁄ 8" (9 8 ) in t e g r a l Vertical Section Existing Window Opening Horizontal Section Existing Window Opening 3 1 ⁄8" (7 9 ) Wi n d o w D i m e n s i o n H e i g h t Ex i s t i n g O p e n i n g Un o b s t r . Gl a s s 1 ⁄4" (6 ) 3 1 ⁄8" (7 9 ) 3 1 ⁄4" (83) 1 ⁄4" (6 ) Low-E Glass Andersen® Exterior Sill Extender Trim (optional) sill head Sill Stop to Suboor Dimension 1 3 ⁄4" (44) Clear Opening 3 1 ⁄4" (8 3 ) (79)(79) Window Dimension Width Existing Opening 3 1 ⁄8"Unobstructed Glass 1 ⁄4" (6) 1 ⁄4" (6) (56) 2 3 ⁄16"3 1 ⁄8"Unobstructed Glass Low-E Glass jamb Insect Screen jambjamb meeting stile 1 3 ⁄4" (44) Clear Opening Installation accessories for insert frame shown on page 109. See pages 84-87 for joining details. 65 10 0 S e r i e s G l i d i n g Wi n d o w s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 221 • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. 2616 30161616 2016 2620 30201620 2020 2630 303020301630 3616 3620 3630 4016 4020 4030 2610 30101610 2010 3610 4010 1016 1020 1030 50104610 5610 50164616 5616 50204620 5620 50304630 5630 1010 2636 303620361636 3636 40361036 50364636 5636 2640 3040204016401040 4640 5640 2626 302620261626 3626 40261026 50264626 5626 3640 4040 5040 2646 304620461646 3646 40461046 50464646 5646 2650 305020501650 3650 40501050 50504650 5650 2656 305620561656 3656 40561056 50564656 5656 2660 306020601660 3660 40601060 50604660 5660 2666 306620661666 3666 40661066 50664666 5666 Window Dimension Unobstructed Glass Minimum Rough Opening Table of Picture and Single Transom Window Sizes Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 2'-5 1/2" 2'-6" 23 1/4" 29 1/4" 2'-11 1/2" 3'-0" 2' - 1 1 1/2" 3' - 0 " 29 1/4" 2' - 6 " 2' - 5 1/2" 23 1/4" 41 1/4" 3'-11 1/2" 4'-0" 35 1/4" 3'-5 1/2" 3'-6" CU S T O M H E I G H T S — 11 1 ⁄2" t o 95 1 ⁄2" 11 1/4" 1'-5 1/2" 1'-6" 5 1/4" 11 1/2" 1'-0" 17 1/4" 1'-11 1/2" 2'-0" 4'-5 1/2" 4'-6" 47 1/4"53 1/4" 4'-11 1/2" 5'-0" 59 1/4" 5'-5 1/2" 5'-6" 3' - 5 1/2" 3' - 6 " 35 1/4" 3' - 1 1 1/2" 4' - 0 " 41 1/4" CUSTOM WIDTHS — 11 1 ⁄2" to 95 1 ⁄2" 11 1/4" 1' - 5 1/2" 1' - 6 " 5 1/4" 11 1/2" 1' - 0 " 17 1/4" 1' - 1 1 1/2" 2' - 0 " 4' - 5 1/2" 4' - 6 " 47 1/4" 4' - 1 1 1/2" 5' - 0 " 53 1/4" 5' - 5 1/2" 5' - 6 " 59 1/4" 5' - 1 1 1/2" 6' - 0 " 65 1/4" 6' - 5 1/2" 6' - 6 " 71 1/4" (749) (762) (591) (902) (914) (743) (7 4 9 ) (76 2 ) (59 1 ) (90 2 ) (91 4 ) (74 3 ) (1207) (1219) (1048) (1054) (1067) (895) (445) (457) (286) (292) (305) (133) (597) (610) (438) (1359) (1372) (1200) (1511) (1524) (1353) (1664) (1676) (1505) (12 0 7 ) (12 1 9 ) (10 4 8 ) (10 5 4 ) (10 6 7 ) (89 5 ) (2 9 2 ) (30 5 ) (59 1 ) (4 4 5 ) (45 7 ) (28 6 ) (5 9 7 ) (61 0 ) (43 8 ) (16 6 4 ) (16 7 6 ) (15 0 5 ) (18 1 6 ) (18 2 9 ) (16 5 7 ) (13 5 9 ) (12 0 0 ) (15 1 1 ) (15 2 4 ) (13 5 3 ) (13 7 2 ) (19 6 9 ) (19 8 1 ) (18 1 0 ) Notes on next page also apply to this page. 66 PICTURE, TRANSOM & SPECIALTY WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 222 6010 6016 6020 6030 6610 6616 6620 6626 6630 7010 7016 7020 7026 7030 7610 7616 7620 7626 7630 8010 8016 8020 8026 8030 6036 6636 7036 7636 8036 6040 6640 7040 7640 8040 6026 6046 6646 7046 7646 8046 6050 6650 7050 7650 8050 6056 6656 7056 7656 8056 6060 6660 7060 7660 8060 6066 6'-0" 5'-11 1/2" 65 1/4"71 1/4" 6'-5 1/2" 6'-6" 77 1/4" 6'-11 1/2" 7'-0" 83 1/4" 7'-5 1/2" 7'-6" 89 1/4" 7'-11 1/2" 8'-0" (1816) (1829) (1657) (1969) (1981) (1810) (2121) (2134) (1962) (2273) (2286) (2115) (2426) (2438) (2267) • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. Custom-size windows are available in 1 ⁄8" (3) increments. See page 90 for custom sizes and specifications. Details shown on pages 81-82. Grille patterns shown on page 77. continued on next page Picture and transom sizes on pages 66-71. 67 10 0 S e r i e s P i c t u r e , Tr a n s o m & S p e c i a l t y Wi n d o w s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 223 2670 307020701670 3670 40701070 50704670 5670 2676 307620761676 3676 40761076 50764676 5676 2680 308020801680 3680 40801080 50804680 5680 Window Dimension Unobstructed Glass Minimum Rough Opening Table of Picture and Single Transom Window Sizes Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 2'-5 1/2" 2'-6" 23 1/4" 29 1/4" 2'-11 1/2" 3'-0" 41 1/4" 3'-11 1/2" 4'-0" 35 1/4" 3'-5 1/2" 3'-6" CU S T O M H E I G H T S — 11 1 ⁄ 2" t o 95 1 ⁄ 2" 11 1/4" 1'-5 1/2" 1'-6" 5 1/4" 11 1/2" 1'-0" 17 1/4" 1'-11 1/2" 2'-0" 4'-5 1/2" 4'-6" 47 1/4"53 1/4" 4'-11 1/2" 5'-0" 59 1/4" 5'-5 1/2" 5'-6" 7' - 5 1/2" 7' - 6 " 83 1/4" 7' - 0 " 6' - 1 1 1/2" 77 1/4" 7' - 1 1 1/2" 8' - 0 " 89 1/4" CUSTOM WIDTHS — 11 1 ⁄2" to 95 1 ⁄2" (749) (762) (591) (902) (914) (743) (1207) (1219) (1048) (1054) (1067) (895) (445) (457) (286) (292) (305) (133) (597) (610) (438) (1359) (1372) (1200) (1511) (1524) (1353) (1664) (1676) (1505) (22 7 3 ) (22 8 6 ) (21 1 5 ) (2 1 2 1 ) (21 3 4 ) (19 6 2 ) (24 2 6 ) (24 3 8 ) (22 6 7 ) (continued) Picture and Single Transom Window Area Specifications Window Number Glass Area Sq. Ft./(m2) Overall Window Area Sq. Ft./(m2) 1010 0.19 (0.02) 0.92 (0.09) 1016 0.41 (0.04) 1.40 (0.13) 1020 0.63 (0.06) 1.88 (0.17) 1026 0.85 (0.08) 2.36 (0.22) 1030 1.07 (0.10) 2.84 (0.26) 1036 1.29 (0.12) 3.31 (0.31) 1040 1.50 (0.14) 3.79 (0.35) 1046 1.72 (0.16) 4.27 (0.40) 1050 1.94 (0.18) 4.75 (0.44) 1056 2.16 (0.20) 5.23 (0.49) 1060 2.38 (0.22) 5.71 (0.53) 1066 2.60 (0.24) 6.19 (0.57) 1070 2.82 (0.26) 6.67 (0.62) 1076 3.04 (0.28) 7.15 (0.66) 1080 3.25 (0.30) 7.63 (0.71) 1610 0.41 (0.04) 1.40 (0.13) 1616 0.88 (0.08) 2.13 (0.20) 1620 1.35 (0.13) 2.86 (0.27) 1626 1.82 (0.17) 3.59 (0.33) 1630 2.29 (0.21) 4.31 (0.40) 1636 2.75 (0.26) 5.04 (0.47) 1640 3.22 (0.30) 5.77 (0.54) 1646 3.69 (0.34) 6.50 (0.60) Picture and Single Transom Window Area Specifications Window Number Glass Area Sq. Ft./(m2) Overall Window Area Sq. Ft./(m2) 2616 1.82 (0.17) 3.59 (0.33) 2620 2.79 (0.26) 4.81 (0.45) 2626 3.75 (0.35) 6.04 (0.56) 2630 4.72 (0.44) 7.27 (0.68) 2636 5.69 (0.53) 8.50 (0.79) 2640 6.66 (0.62) 9.73 (0.90) 2646 7.63 (0.71) 10.96 (1.02) 2650 8.60 (0.80) 12.19 (1.13) 2656 9.57 (0.89) 13.42 (1.25) 2660 10.54 (0.98) 14.65 (1.36) 2666 11.50 (1.07) 15.88 (1.47) 2670 12.47 (1.16) 17.11 (1.59) 2676 13.44 (1.25) 18.34 (1.70) 2680 14.41 (1.34) 19.56 (1.82) 3010 1.07 (0.10) 2.84 (0.26) 3016 2.29 (0.21) 4.31 (0.40) 3020 3.50 (0.33) 5.79 (0.54) 3026 4.72 (0.44) 7.27 (0.68) 3030 5.94 (0.55) 8.75 (0.81) 3036 7.16 (0.67) 10.23 (0.95) 3040 8.38 (0.78) 11.71 (1.09) Picture and Single Transom Window Area Specifications Window Number Glass Area Sq. Ft./(m2) Overall Window Area Sq. Ft./(m2) 1650 4.16 (0.39) 7.23 (0.67) 1656 4.63 (0.43) 7.96 (0.74) 1660 5.10 (0.47) 8.69 (0.81) 1666 5.57 (0.52) 9.42 (0.87) 1670 6.04 (0.56) 10.15 (0.94) 1676 6.50 (0.60) 10.88 (1.01) 1680 6.97 (0.65) 11.61 (1.08) 2010 0.63 (0.06) 1.88 (0.17) 2016 1.35 (0.13) 2.86 (0.27) 2020 2.07 (0.19) 3.84 (0.36) 2026 2.79 (0.26) 4.81 (0.45) 2030 3.50 (0.33) 5.79 (0.54) 2036 4.22 (0.39) 6.77 (0.63) 2040 4.94 (0.46) 7.75 (0.72) 2046 5.66 (0.53) 8.73 (0.81) 2050 6.38 (0.59) 9.71 (0.90) 2056 7.10 (0.66) 10.69 (0.99) 2060 7.82 (0.73) 11.67 (1.08) 2066 8.54 (0.79) 12.65 (1.17) 2070 9.25 (0.86) 13.63 (1.27) 2076 9.97 (0.93) 14.61 (1.36) 2080 10.69 (0.99) 15.59 (1.45) 2610 0.85 (0.08) 2.36 (0.22) • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. • Dimensions in parentheses are in square meters. continued on next page Notes on next page also apply to this page. 68 PICTURE, TRANSOM & SPECIALTY WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 224 Custom-size windows are available in 1 ⁄8" (3) increments. See page 90 for custom sizes and specifications. Details shown on pages 81-82. Grille patterns shown on page 77. • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. 6070 6076 6080 6'-0" 5'-11 1/2" 65 1/4" (1816) (1829) (1657) Picture and Single Transom Window Area Specifications Window Number Glass Area Sq. Ft./(m2) Overall Window Area Sq. Ft./(m2) 3046 9.60 (0.89) 13.19 (1.23) 3050 10.82 (1.00) 14.67 (1.36) 3056 12.04 (1.12) 16.15 (1.50) 3060 13.25 (1.23) 17.63 (1.64) 3066 14.47 (1.34) 19.11 (1.77) 3070 15.69 (1.46) 20.59 (1.91) 3076 16.91 (1.57) 22.06 (2.05) 3080 18.13 (1.68) 23.54 (2.19) 3610 1.29 (0.12) 3.31 (0.31) 3616 2.75 (0.26) 5.04 (0.47) 3620 4.22 (0.39) 6.77 (0.63) 3626 5.69 (0.53) 8.50 (0.79) 3630 7.16 (0.67) 10.23 (0.95) 3636 8.63 (0.80) 11.96 (1.11) 3640 10.10 (0.94) 13.69 (1.27) 3646 11.57 (1.07) 15.42 (1.43) 3650 13.04 (1.21) 17.15 (1.59) 3656 14.50 (1.35) 18.88 (1.75) 3660 15.97 (1.48) 20.61 (1.91) 3666 17.44 (1.62) 22.34 (2.07) 3670 18.91 (1.76) 24.06 (2.24) 3676 20.38 (1.89) 25.79 (2.40) 3680 21.85 (2.03) 27.52 (2.56) Picture and Single Transom Window Area Specifications Window Number Glass Area Sq. Ft./(m2) Overall Window Area Sq. Ft./(m2) 4010 1.50 (0.14) 3.79 (0.35) 4016 3.22 (0.30) 5.77 (0.54) 4020 4.94 (0.46) 7.75 (0.72) 4026 6.66 (0.62) 9.73 (0.90) 4030 8.38 (0.78) 11.71 (1.09) 4036 10.10 (0.94) 13.69 (1.27) 4040 11.82 (1.10) 15.67 (1.46) 4046 13.54 (1.26) 17.65 (1.64) 4050 15.25 (1.42) 19.63 (1.82) 4056 16.97 (1.58) 21.61 (2.01) 4060 18.69 (1.74) 23.59 (2.19) 4066 20.41 (1.90) 25.56 (2.37) 4070 22.13 (2.06) 27.54 (2.56) 4076 23.85 (2.22) 29.52 (2.74) 4080 25.57 (2.38) 31.50 (2.93) 4610 1.72 (0.16) 4.27 (0.40) 4616 3.69 (0.34) 6.50 (0.60) 4620 5.66 (0.53) 8.73 (0.81) 4626 7.63 (0.71) 10.96 (1.02) 4630 9.60 (0.89) 13.19 (1.23) 4636 11.57 (1.07) 15.42 (1.43) 4640 13.54 (1.26) 17.65 (1.64) 4646 15.50 (1.44) 19.88 (1.85) 4650 17.47 (1.62) 22.11 (2.05) 4656 19.44 (1.81) 24.34 (2.26) 4660 21.41 (1.99) 26.56 (2.47) 4666 23.38 (2.17) 28.79 (2.67) 4670 25.35 (2.35) 31.02 (2.88) 4676 27.32 (2.54) 33.25 (3.09) 4680 29.29 (2.72) 35.48 (3.30) 5010 1.94 (0.18) 4.75 (0.44) 5016 4.16 (0.39) 7.23 (0.67) 5020 6.38 (0.59) 9.71 (0.90) 5026 8.60 (0.80) 12.19 (1.13) 5030 10.82 (1.00) 14.67 (1.36) 5036 13.04 (1.21) 17.15 (1.59) 5040 15.25 (1.42) 19.63 (1.82) 5046 17.47 (1.62) 22.11 (2.05) 5050 19.69 (1.83) 24.59 (2.28) 5056 21.91 (2.04) 27.06 (2.51) 5060 24.13 (2.24) 29.54 (2.74) 5066 26.35 (2.45) 32.02 (2.97) 5070 28.57 (2.65) 34.50 (3.21) 5076 30.79 (2.86) 36.98 (3.44) 5080 33.00 (3.07) 39.46 (3.67) 5610 2.16 (0.20) 5.23 (0.49) 5616 4.63 (0.43) 7.96 (0.74) 5620 7.10 (0.66) 10.69 (0.99) 5626 9.57 (0.89) 13.42 (1.25) 5630 12.04 (1.12) 16.15 (1.50) 5636 14.50 (1.35) 18.88 (1.75) 5640 16.97 (1.58) 21.61 (2.01) 5646 19.44 (1.81) 24.34 (2.26) 5650 21.91 (2.04) 27.06 (2.51) 5656 24.38 (2.26) 29.79 (2.77) 5660 26.85 (2.49) 32.52 (3.02) 5666 29.32 (2.72) 35.25 (3.27) 5670 31.79 (2.95) 37.98 (3.53) 5676 34.25 (3.18) 40.71 (3.78) 5680 36.72 (3.41) 43.44 (4.04) Picture and Single Transom Window Area Specifications Window Number Glass Area Sq. Ft./(m2) Overall Window Area Sq. Ft./(m2) 6010 2.38 (0.22) 5.71 (0.53) 6016 5.10 (0.47) 8.69 (0.81) 6020 7.82 (0.73) 11.67 (1.08) 6026 10.54 (0.98) 14.65 (1.36) 6030 13.25 (1.23) 17.63 (1.64) 6036 15.97 (1.48) 20.61 (1.91) 6040 18.69 (1.74) 23.59 (2.19) 6046 21.41 (1.99) 26.56 (2.47) 6050 24.13 (2.24) 29.54 (2.74) 6056 26.85 (2.49) 32.52 (3.02) 6060 29.57 (2.75) 35.50 (3.30) 6066 32.29 (3.00) 38.48 (3.57) 6070 35.00 (3.25) 41.46 (3.85) 6076 37.72 (3.50) 44.44 (4.13) 6080 40.44 (3.76) 47.42 (4.41) 6610 2.60 (0.24) 6.19 (0.57) 6616 5.57 (0.52) 9.42 (0.87) 6620 8.54 (0.79) 12.65 (1.17) 6626 11.50 (1.07) 15.88 (1.47) 6630 14.47 (1.34) 19.11 (1.77) 6636 17.44 (1.62) 22.34 (2.07) 6640 20.41 (1.90) 25.56 (2.37) 6646 23.38 (2.17) 28.79 (2.67) 6650 26.35 (2.45) 32.02 (2.97) 6656 29.32 (2.72) 35.25 (3.27) 6660 32.29 (3.00) 38.48 (3.57) 7010 2.82 (0.26) 6.67 (0.62) 7016 6.04 (0.56) 10.15 (0.94) 7020 9.25 (0.86) 13.63 (1.27) 7026 12.47 (1.16) 17.11 (1.59) 7030 15.69 (1.46) 20.59 (1.91) 7036 18.91 (1.76) 24.06 (2.24) 7040 22.13 (2.06) 27.54 (2.56) 7046 25.35 (2.35) 31.02 (2.88) 7050 28.57 (2.65) 34.50 (3.21) 7056 31.79 (2.95) 37.98 (3.53) 7060 35.00 (3.25) 41.46 (3.85) 7610 3.04 (0.28) 7.15 (0.66) 7616 6.50 (0.60) 10.88 (1.01) 7620 9.97 (0.93) 14.61 (1.36) 7626 13.44 (1.25) 18.34 (1.70) 7630 16.91 (1.57) 22.06 (2.05) 7636 20.38 (1.89) 25.79 (2.40) 7640 23.85 (2.22) 29.52 (2.74) 7646 27.32 (2.54) 33.25 (3.09) 7650 30.79 (2.86) 36.98 (3.44) 7656 34.25 (3.18) 40.71 (3.78) 7660 37.72 (3.50) 44.44 (4.13) 8010 3.25 (0.30) 7.63 (0.71) 8016 6.97 (0.65) 11.61 (1.08) 8020 10.69 (0.99) 15.59 (1.45) 8026 14.41 (1.34) 19.56 (1.82) 8030 18.13 (1.68) 23.54 (2.19) 8036 21.85 (2.03) 27.52 (2.56) 8040 25.57 (2.38) 31.50 (2.93) 8046 29.29 (2.72) 35.48 (3.30) 8050 33.00 (3.07) 39.46 (3.67) 8056 36.72 (3.41) 43.44 (4.04) 8060 40.44 (3.76) 47.42 (4.41) • Dimensions in parentheses are in square meters. (continued) Picture and transom sizes on pages 66-71. 69 10 0 S e r i e s P i c t u r e , Tr a n s o m & S p e c i a l t y Wi n d o w s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 225 Triple Transom Window Area Specifications Window Number Glass Area Sq. Ft./(m2) Overall Window Area Sq. Ft./(m2) 1610-3 1.23 (0.11) 4.27 (0.40) 2010-3 1.89 (0.18) 5.71 (0.53) 2610-3 2.54 (0.24) 7.15 (0.66) 3010-3 3.20 (0.30) 8.59 (0.80) 3610-3 3.86 (0.36) 10.02 (0.93) 4010-3 4.51 (0.42) 11.46 (1.06) 1616-3 2.64 (0.24) 6.50 (0.60) 2016-3 4.04 (0.38) 8.69 (0.81) 2616-3 5.45 (0.51) 10.88 (1.01) 3016-3 6.86 (0.64) 13.06 (1.21) 3616-3 8.26 (0.77) 15.25 (1.42) 4016-3 9.67 (0.90) 17.44 (1.62) 1620-3 4.04 (0.38) 8.73 (0.81) 2020-3 6.20 (0.58) 11.67 (1.08) 2620-3 8.36 (0.78) 14.61 (1.36) 3020-3 10.51 (0.98) 17.54 (1.63) 3620-3 12.67 (1.18) 20.48 (1.90) 4020-3 14.82 (1.38) 23.42 (2.18) Twin Transom Window Area Specifications Window Number Glass Area Sq. Ft./(m2) Overall Window Area Sq. Ft./(m2) 1610-2 0.82 (0.08) 2.84 (0.26) 1910-2 1.04 (0.10) 3.31 (0.31) 2010-2 1.26 (0.12) 3.79 (0.35) 2310-2 1.48 (0.14) 4.27 (0.40) 2610-2 1.70 (0.16) 4.75 (0.44) 2910-2 1.91 (0.18) 5.23 (0.49) 3010-2 2.13 (0.20) 5.71 (0.53) 3610-2 2.57 (0.24) 6.67 (0.62) 4010-2 3.01 (0.28) 7.63 (0.71) 1616-2 1.76 (0.16) 4.31 (0.40) 1916-2 2.23 (0.21) 5.04 (0.47) 2016-2 2.70 (0.25) 5.77 (0.54) 2316-2 3.16 (0.29) 6.50 (0.60) 2616-2 3.63 (0.34) 7.23 (0.67) 2916-2 4.10 (0.38) 7.96 (0.74) 3016-2 4.57 (0.42) 8.69 (0.81) 3616-2 5.51 (0.51) 10.15 (0.94) 4016-2 6.45 (0.60) 11.61 (1.08) 1620-2 2.70 (0.25) 5.79 (0.54) 1920-2 3.41 (0.32) 6.77 (0.63) 2020-2 4.13 (0.38) 7.75 (0.72) 2320-2 4.85 (0.45) 8.73 (0.81) 2620-2 5.57 (0.52) 9.71 (0.90) 2920-2 6.29 (0.58) 10.69 (0.99) 3020-2 7.01 (0.65) 11.67 (1.08) 3620-2 8.45 (0.78) 13.63 (1.27) 4020-2 9.88 (0.92) 15.59 (1.45) Half Circle Window Area Specifications Window Number Glass Area Sq. Ft./(m2) Overall Window Area Sq. Ft./(m2) 20 0.80 (0.07) 2.02 (0.19) 26 1.46 (0.14) 3.01 (0.28) 30 2.32 (0.22) 4.21 (0.39) 36 3.37 (0.31) 5.60 (0.52) 40 4.62 (0.43) 7.18 (0.67) 46 6.06 (0.56) 8.97 (0.83) 50 7.70 (0.72) 10.95 (1.02) 56 9.54 (0.89) 13.12 (1.22) 60 11.58 (1.08) 15.49 (1.44) 66 13.81 (1.28) 18.06 (1.68) 70 16.23 (1.51) 20.83 (1.93) 76 18.85 (1.75) 23.79 (2.21) 80 21.67 (2.01) 26.94 (2.50) 1610-2 1910-2 2010-2 2610-22310-2 2910-2 3010-2 3610-2 1610-3 2010-3 1616-2 1916-2 2016-2 2616-22316-2 2916-2 3016-2 3616-2 1616-3 2016-3 1620-2 1920-2 2020-2 2620-22320-2 2920-2 3020-2 3620-2 1620-3 2020-3 Window Dimension Unobstructed Glass (width of twin single sash) Unobstructed Glass (width of triple single sash) Minimum Rough Opening Table of Twin and Triple Transom Window Sizes Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 11 1/4" 2'-11 1/2" 3'-0" 11 1/4" 1' - 5 1/2" 1' - 6 " 17 1/4" 3'-11 1/2" 4'-0" 14 1/4" 3'-5 1/2" 3'-6" 17 1/4" 1' - 1 1 1/2" 2' - 0 " CU S T O M H E I G H T S — 11 1 ⁄ 2" t o 23 1 ⁄2" 5 1/4" 11 1/2" 1' - 0 " 4'-5 1/2" 4'-6" 20 1/4"23 1/4" 4'-11 1/2" 5'-0" 26 1/4" 5'-5 1/2" 5'-6"6'-0" 5'-11 1/2" 29 1/4"35 1/4" 6'-11 1/2" 7'-0" CUSTOM WIDTHS TWIN — 35 1 ⁄2" to 95 1 ⁄2" TRIPLE — 53 1 ⁄2" to 143 1 ⁄2" 17 1/4"11 1/4" (902) (914) (286) (44 5 ) (45 7 ) (28 6 ) (1207) (1219) (438) (1054) (1067) (362) (59 7 ) (61 0 ) (43 8 ) (29 2 ) (30 5 ) (13 3 ) (1359) (1372) (514) (1511) (1524) (591) (1664) (1676) (667) (1816) (1829) (743) (2121) (2134) (895) (286)(438) • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. Circle Window Area Specifications Window Number Glass Area Sq. Ft./(m2) Overall Window Area Sq. Ft./(m2) 2020 1.61 (0.15) 3.01 (0.28) 2626 2.93 (0.27) 4.75 (0.44) 3030 4.65 (0.43) 6.87 (0.64) 3636 6.75 (0.63) 9.39 (0.87) 4040 9.25 (0.86) 12.31 (1.14) • Dimensions in parentheses are in square meters. Notes on next page also apply to this page. • Dimensions in parentheses are in square meters. • Dimensions in parentheses are in square meters. • Dimensions in parentheses are in square meters. 70 PICTURE, TRANSOM & SPECIALTY WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 226 Quarter Circle Window Area Specifications Window Number Glass Area Sq. Ft./(m2) Overall Window Area Sq. Ft./(m2) 1616 0.69 (0.06) 1.82 (0.17) 2020 1.62 (0.15) 3.22 (0.30) 2626 2.95 (0.27) 5.01 (0.47) 3030 4.67 (0.43) 7.19 (0.67) 3636 6.78 (0.63) 9.77 (0.91) 4040 9.28 (0.86) 12.73 (1.18) 4646 12.18 (1.13) 16.09 (1.50) 5050 15.47 (1.44) 19.85 (1.84) Springline™ Window Area Specifications Window Number Glass Area Sq. Ft./(m2) Overall Window Area Sq. Ft./(m2) 2020 3.23 (0.30) 5.34 (0.50) 2026 3.95 (0.37) 6.32 (0.59) 2030 4.67 (0.43) 7.30 (0.68) 2036 5.38 (0.50) 8.28 (0.77) 2040 6.10 (0.57) 9.26 (0.86) 2046 6.81 (0.63) 10.24 (0.95) 2050 7.53 (0.70) 11.22 (1.04) 2620 4.74 (0.44) 7.19 (0.67) 2626 5.71 (0.53) 8.42 (0.78) 2630 6.67 (0.62) 9.65 (0.90) 2636 7.64 (0.71) 10.87 (1.01) 2640 8.61 (0.80) 12.10 (1.12) 2646 9.57 (0.89) 13.33 (1.24) Springline™ Window Area Specifications Window Number Glass Area Sq. Ft./(m2) Overall Window Area Sq. Ft./(m2) 2650 10.54 (0.98) 14.56 (1.35) 3020 6.45 (0.60) 9.23 (0.86) 3026 7.66 (0.71) 10.71 (0.99) 3030 8.88 (0.82) 12.19 (1.13) 3036 10.10 (0.94) 13.67 (1.27) 3040 11.31 (1.05) 15.15 (1.41) 3046 12.53 (1.16) 16.63 (1.54) 3050 13.74 (1.28) 18.11 (1.68) 3620 8.35 (0.78) 11.47 (1.07) 3626 9.81 (0.91) 13.20 (1.23) 3630 11.28 (1.05) 14.93 (1.39) 3636 12.75 (1.18) 16.66 (1.55) 3640 14.21 (1.32) 18.39 (1.71) 3646 15.68 (1.46) 20.12 (1.87) 3650 17.14 (1.59) 21.84 (2.03) 4020 10.45 (0.97) 13.90 (1.29) 4026 12.16 (1.13) 15.88 (1.48) 4030 13.88 (1.29) 17.86 (1.66) 4036 15.59 (1.45) 19.84 (1.84) 4040 17.31 (1.61) 21.82 (2.03) 4046 19.03 (1.77) 23.80 (2.21) 4050 20.74 (1.93) 25.78 (2.40) 4620 12.74 (1.18) 16.54 (1.54) 4626 14.71 (1.37) 18.77 (1.74) 4630 16.67 (1.55) 20.99 (1.95) 4636 18.64 (1.73) 23.22 (2.16) 4640 20.60 (1.91) 25.45 (2.36) 4646 22.57 (2.10) 27.68 (2.57) 4010-2 2610-3 3010-3 3610-3 4016-2 2616-3 4020-2 2620-3 3016-3 3616-3 3020-3 3620-3 4010-3 4016-3 4020-3 23 1/4" 7'-5 1/2" 7'-6" 41 1/4" 7'-11 1/2" 8'-0" 29 1/4" 8'-11 1/2" 9'-0" 35 1/4" 10'-5 1/2" 10'-6" 41 1/4" 11'-11 1/2" 12'-0" (2273) (2286) (591) (2426) (2438) (1048) (2731) (2743) (743) (3188) (3200) (895) (3645) (3658) (1048) Springline™ Window Area Specifications Window Number Glass Area Sq. Ft./(m2) Overall Window Area Sq. Ft./(m2) 4650 24.54 (2.28) 29.91 (2.78) 5020 15.23 (1.41) 19.36 (1.80) 5026 17.45 (1.62) 21.84 (2.03) 5030 19.66 (1.83) 24.32 (2.26) 5036 21.88 (2.03) 26.80 (2.49) 5040 24.09 (2.24) 29.28 (2.72) 5046 26.31 (2.44) 31.76 (2.95) 5050 28.53 (2.65) 34.24 (3.18) 5620 17.92 (1.66) 22.39 (2.08) 5626 20.38 (1.89) 25.12 (2.33) 5630 22.85 (2.12) 27.85 (2.59) 5636 25.31 (2.35) 30.58 (2.84) 5640 27.78 (2.58) 33.31 (3.09) 5646 30.25 (2.81) 36.03 (3.35) 5650 32.71 (3.04) 38.76 (3.60) 6020 20.80 (1.93) 25.61 (2.38) 6026 23.51 (2.18) 28.59 (2.66) 6030 26.23 (2.44) 31.57 (2.93) 6036 28.95 (2.69) 34.55 (3.21) 6040 31.66 (2.94) 37.53 (3.49) 6046 34.38 (3.19) 40.51 (3.76) 6050 37.10 (3.45) 43.48 (4.04) Custom-size windows are available in 1 ⁄8" (3) increments. See page 90 for custom sizes and specifications. Windows have one continuous outer frame. Details shown on pages 82-83. • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. • Dimensions in parentheses are in square meters. • Dimensions in parentheses are in square meters. Picture and transom sizes on pages 66-71. 71 10 0 S e r i e s P i c t u r e , Tr a n s o m & S p e c i a l t y Wi n d o w s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 227 20 26 30 36 40 50 56 60 66 70 76 80 46 Window Dimension Minimum Rough Opening Table of Half Circle Window Sizes Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 1'-11 1/2" 2'-0" 17 1/4" 2'-5 1/2" 2'-6" 23 1/4"29 1/4" 2'-11 1/2" 3'-0" 1' - 8 7/8" 1' - 9 3/8" 14 5/8" 1' - 6 3/8" 1' - 5 7/8" 11 5/8" 1' - 1 1 7/8" 2' - 0 3/8" 17 5/8" 2' - 2 7/8" 2' - 3 3/8" 20 5/8" 2' - 5 7/8" 2' - 6 3/8" 23 5/8" 2' - 8 7/8" 2' - 9 3/8" 26 5/8" 1' - 3 3/8" 1' - 2 7/8" 8 5/8" 3'-5 1/2" 3'-6" 35 1/4" 4'-5 1/2" 4'-6" 47 1/4" 53 1/4" 4'-11 1/2" 5'-0" 3'-11 1/2" 4'-0" 41 1/4" Unobstructed Glass 59 1/4" 5'-5 1/2" 5'-6"6'-0" 5'-11 1/2" 65 1/4"71 1/4" 6'-5 1/2" 6'-6" 77 1/4" 6'-11 1/2" 7'-0" 83 1/4" 7'-5 1/2" 7'-6" 89 1/4" 7'-11 1/2" 8'-0" 2' - 1 1 7/8" 3' - 0 3/8" 29 5/8" 3' - 8 7/8" 3' - 9 3/8" 38 5/8" 3' - 2 7/8" 3' - 3 3/8" 32 5/8" 3' - 5 7/8" 3' - 6 3/8" 35 5/8" 11 3 ⁄4"Radius 14 3 ⁄4"17 3 ⁄4" 20 3 ⁄4"23 3 ⁄4"26 3 ⁄4" 29 3 ⁄4"32 3 ⁄4"35 3 ⁄4"38 3 ⁄4" 41 3 ⁄4"44 3 ⁄4" 3' - 1 1 7/8" 4' - 0 3/8" 41 5/8" 47 3 ⁄4" 4' - 2 7/8" 4' - 3 3/8" 44 5/8" (749) (762) (591) (597) (610) (438) (902) (914) (743) (68 3 ) (69 5 ) (52 4 ) (75 9 ) (60 0 ) (83 5 ) (84 8 ) (67 6 ) (77 2 ) (4 5 4 ) (46 7 ) (29 5 ) (53 0 ) (54 3 ) (37 1 ) (60 6 ) (61 9 ) (44 8 ) (3 7 8 ) (39 1 ) (21 9 ) (1353) (1200)(1048)(895) (1524) (1372)(1219)(1067) (1511) (1359)(1207)(1054) (1664) (1676) (1505) (1816) (1829) (1657) (1969) (1981) (1810) (2121) (2134) (1962) (2273) (2286) (2115) (2426) (2438) (2267) (91 1 ) (92 4 ) (75 2 ) (11 4 0 ) (11 5 3 ) (98 1 ) (98 7 ) (10 0 0 ) (82 9 ) (10 6 4 ) (10 7 6 ) (90 5 ) (298)(375)(451) (527)(603)(679) (756)(832)(908)(984) (1060)(1137) (12 1 6 ) (12 2 9 ) (10 5 7 ) (1213) (12 9 2 ) (13 0 5 ) (11 3 3 ) • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. Custom-size half circle windows are available in 1 ⁄8" (3) increments. Contact your Andersen supplier for more information. Details shown on pages 81-82. Grille patterns shown on page 77. 72 PICTURE, TRANSOM & SPECIALTY WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 228 2020 2626 3030 3636 4040 Window Dimension Unobstructed Glass Minimum Rough Opening Table of Circle Window Sizes Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 1'-11 1/2" 2'-0" 17 1/4" 2'-5 1/2" 2'-6" 23 1/4"29 1/4" 2'-11 1/2" 3'-0" 3'-5 1/2" 3'-6" 35 1/4" 3'-11 1/2" 4'-0" 41 1/4" (749) (762) (591) (597) (610) (438) (902) (914) (743)(1048)(895) (1219)(1067) (1207)(1054) 1616 2020 2626 3030 3636 4040 4646 5050 Window Dimension Minimum Rough Opening Table of Quarter Circle Window Sizes Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 1'-11 1/2" 2'-0" 17 1/2" 2'-5 1/2" 2'-6" 23 1/4" 1'-5 1/2" 1'-6" 5 1/4"29 1/4" 2'-11 1/2" 3'-0" 2' - 1 1 1/2" 3' - 0 " 29 1/4" 2' - 6 " 2' - 5 1/2" 23 1/4" 3' - 5 1/2" 3' - 6 " 35 1/4" 3' - 1 1 1/2" 4' - 0 " 41 1/4" 4' - 5 1/2" 4' - 6 " 47 1/4" 4' - 1 1 1/2" 5' - 0 " 53 1/4" 1' - 6 " 1' - 5 1/2" 5 1/4" 2' - 0 " 1' - 1 1 1/2" 17 1/2" 3'-5 1/2" 3'-6" 35 1/4" 4'-5 1/2" 4'-6" 47 1/4"53 1/4" 4'-11 1/2" 5'-0" 3'-11 1/2" 4'-0" 41 1/4" Unobstructed Glass 32 3 ⁄8"26 3 ⁄8"20 3 ⁄8"14 3 ⁄8" 56 3 ⁄8"50 3 ⁄8"44 3 ⁄8"38 3 ⁄8" Radius (749) (762) (591) (597) (610) (438) (445) (457) (133) (902) (914) (743) (12 0 7 ) (12 1 9 ) (10 4 8 ) (13 5 9 ) (12 0 0 ) (15 1 1 ) (15 2 4 ) (13 5 3 ) (13 7 2 ) (7 4 9 ) (76 2 ) (59 1 ) (90 2 ) (91 4 ) (74 3 ) (10 5 4 ) (10 6 7 ) (89 5 ) (4 4 5 ) (45 7 ) (13 3 ) (5 9 7 ) (61 0 ) (43 8 ) (1353)(1200)(1048)(895) (1524)(1372)(1219)(1067) (1511)(1359)(1207)(1054) (822)(670)(518)(365) (1432)(1280)(1127)(975) • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. Custom-size circle windows are available in 1 ⁄8" (3) increments. Contact your Andersen supplier for more information. Details shown on pages 81-82. Grille patterns shown on page 77. Custom-size quarter circle windows are available in 1 ⁄8" (3) increments. Contact your Andersen supplier for more information. Details shown on pages 81-82. Grille patterns shown on page 77. 73 10 0 S e r i e s P i c t u r e , Tra n s o m & S p e c i a l t y Wind o w s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 229 Window Height Side Height Window Width Window Width Custom Peak Pentagon Custom-size design limitations: Min./Max. Window Width 17 1 ⁄2" (445) to 107 1 ⁄2" (2731) Min./Max. Window Height 14 1 ⁄8" (359) to 107 1 ⁄2" (2731) Min./Max. Side Height 9 3 ⁄4" (248) to 94 1 ⁄8" (2391) Max. Frame Area: 40 sq. ft. or 3.7 m2 Based on the smallest square or rectangular shape that covers the entire window. Additional limitations may apply. Contact your Andersen supplier for more information. Contains sides of equal length, extending at right angles from the sill and two angled sides of equal length that peak above the center of the sill. These custom shapes are available in 1 ⁄8" (3) increments. Design Criteria Listed for each custom shape are factors that must be considered when deciding on a custom-shaped specialty window. Details shown on pages 81-82. Grilles are available for most shapes and sizes in colonial and specified equal divided light patterns. For more information on divided light, see page 13 or contact your Andersen supplier. Window Height Short Side Height Window Width Window Width Custom Trapezoid Custom-size design limitations: Min./Max. Window Width 17 1 ⁄2" (445) to 107 1 ⁄2" (2731) Min./Max. Window Height 9 7 ⁄8" (251) to 95 1 ⁄2" (2426) Min./Max. Short Side Height 9 3 ⁄4" (248) to 95 3 ⁄8" (2423) Max. Frame Area: 40 sq. ft. or 3.7 m2 Based on the smallest square or rectangular shape that covers the entire window. Additional limitations may apply. Contact your Andersen supplier for more information. Choose left facing (1) or right facing (2) as viewed from the exterior. Contains a slope to the left or right. Slope is often designed to match a roof’s pitch. 1 Window Height Short Side Height Window Height Short Side Height Window Width Window Width 2 Custom Unequal Leg Arch Custom-size design limitations: Min./Max. Window Width 17 1 ⁄2" (445) to 95 1 ⁄2" (2426) Min./Max. Window Height 11 3 ⁄8" (289) to 95 1 ⁄2" (2426) Min./Max. Short Side Height 9 3 ⁄4" (248) to 93 7 ⁄8" (2384) Max. Frame Area: 40 sq. ft. or 3.7 m2 Based on the smallest square or rectangular shape that covers the entire window. Additional limitations may apply. Contact your Andersen supplier for more information. Choose left facing (1) or right facing (2) as viewed from the exterior. Contains unequal legs, two right angles at the sill and an arch at the top. 1 2 • Dimensions in parentheses are in millimeters. 74 PICTURE, TRANSOM & SPECIALTY WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 230 2 1 Choose left facing (1) or right facing (2) as viewed from the exterior. Contains one 90-degree angle. Window Height Window Width Window Width Window Height Custom Right Triangle Custom-size design limitations: Min./Max. Window Width 17 1 ⁄2" (445) to 95 1 ⁄2" (2426) Min./Max. Window Height 17 1 ⁄2" (445) to 95 1 ⁄2" (2426) Max. Frame Area: 40 sq. ft. or 3.7 m2 Based on the smallest square or rectangular shape that covers the entire window. Additional limitations may apply. Contact your Andersen supplier for more information. Window Height Window Width Contains two sides of equal length and two equal angles. Custom Isosceles Triangle Custom-size design limitations: Min./Max. Window Width 17 1 ⁄2" (445) to 107 1 ⁄2" (2731) Min./Max. Window Height 17 1 ⁄2" (445) to 75 7 ⁄8" (1927) Max. Frame Area: 40 sq. ft. or 3.7 m2 Based on the smallest square or rectangular shape that covers the entire window. Additional limitations may apply. Contact your Andersen supplier for more information. Contains eight equal angles and sides. Equal Sides Window Height Window Width Custom Octagon Custom-size design limitations: Min./Max. Window Width 23 1 ⁄2" (597) to 71 1 ⁄2" (1816) Min./Max. Window Height 23 1 ⁄2" (597) to 71 1 ⁄2" (1816) Additional limitations may apply. Contact your Andersen supplier for more information. Window Width Window Height Short Side Height Top Width Window Width Custom Angled Pentagon Custom-size design limitations: Min./Max. Window Width 17 1 ⁄2" (445) to 107 1 ⁄2" (2731) Min./Max. Top Width 9 3 ⁄4" (248) to 107 3 ⁄8" (2727) Min./Max. Window Height 14 3 ⁄8" (365) to 107 1 ⁄2" (2731) Min./Max. Short Side Height 9 3 ⁄4" (248) to 94 1 ⁄8" (226) Max. Frame Area: 40 sq. ft. or 3.7 m2 Based on the smallest square or rectangular shape that covers the entire window. Additional limitations may apply. Contact your Andersen supplier for more information. 1 Choose left facing (1) or right facing (2) as viewed from the exterior. Contains an angle cut, or a “clipped corner,” sloping to the left or right. 2 • Dimensions in parentheses are in millimeters. 75 10 0 S e r i e s P i c t u r e , Tr a n s o m & S p e c i a l t y Wi n d o w s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 231 • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. 3020 36202020 2620 502040204620 3026 36262026 2626 502640264626 3030 36302030 2630 503040304630 3036 36362036 2636 503640364636 3040 36402040 2640 504040404640 3046 36462046 2646 504640464646 3050 36502050 2650 505040504650 CUSTOM SIZES AVAILABLE CU S T O M S I Z E S A V A I L A B L E Table of Springline™ Window Sizes Window Width Dimension Minimum Rough Opening 11 3 ⁄4"14 3 ⁄4"17 3 ⁄4"20 3 ⁄4" Si d e H e i g h t Radius Chord Height Mi n i m u m R o u g h O p e n i n g = W i n d o w H e i g h t + 1 ⁄ 2" 11 3 ⁄4" 14 3 ⁄4" 17 3 ⁄4" 20 3 ⁄4" Unobstructed Glass 1'-11 1/2" 2'-0" 17 1/4" 2'-5 1/2" 3'-6" 3'-5 1/2" 2'-6" 23 1/4"35 1/4"29 1/4" 2'-11 1/2" 3'-0" 4' - 2 1/4" 4' - 8 1/4" 5' - 2 1/4" 5' - 8 1/4" 6' - 2 1/4" 6' - 8 1/4" (3 7 5 ) 3 ' - 1 1 1/4" (4 5 1 ) 3' - 8 1/4" 4' - 5 1/4" 4' - 2 1/4" 4 ' - 1 1 1/4" 4' - 8 1/4" 5' - 5 1/4" 5' - 2 1/4" 5 ' - 1 1 1/4" 5' - 8 1/4" 6' - 5 1/4" 6' - 2 1/4" 2' - 5 1 ⁄ 2" 2 ' - 1 1 1 ⁄ 2" 3' - 5 1 ⁄ 2" 3' - 5 1/4" 3' - 1 1 1/4" 4' - 5 1/4" 3' - 1 1 1 ⁄ 2" 4' - 1 1 1/4" 4' - 5 1 ⁄ 2" 5' - 5 1/4" 4' - 1 1 1 ⁄2" 5 ' - 1 1 1/4" Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 Window Height Shown in Table Un o b s t r u c t e d G l a s s = W i n d o w H e i g h t – 6 . 2 5 " (1 5 9 ) 23 3 ⁄4" 23 3 ⁄4" 4'-0" 3'-11 1/2" 41 1/4" 26 3 ⁄4" 26 3 ⁄4" 4'-6" 4'-5 1/2" 47 1/4" 29 3 ⁄4" 29 3 ⁄4" 5'-0" 4'-11 1/2" 53 1/4" 1' - 1 1 1 ⁄ 2" 2 ' - 1 1 1/4" 3' - 2 1/4" 3' - 5 1/4" 3' - 8 1/4" 3' - 1 1 1/4" 4' - 2 1/4" 4' - 5 1/4" 4' - 5 1/4" 4' - 8 1/4" 4 ' - 1 1 1/4" 4' - 1 1 1/4" 5' - 2 1/4" 5' - 5 1/4" 5' - 5 1/4" 5' - 8 1/4" 5' - 1 1 1/4" 5' - 1 1 1/4" 6' - 2 1/4" 6' - 5 1/4" 6' - 5 1/4" 6' - 8 1/4" 6 ' - 1 1 1/4" 6 ' - 1 1 1/4" 7' - 2 1/4" 7' - 5 1/4" (451)(527)(298)(375) (1 3 ) (2 9 8 ) (5 2 7 ) (1 0 4 8 ) (1 2 0 0 ) (1 2 7 6 ) (1 5 8 1 ) (1 3 5 3 ) (7 4 9 ) (9 0 2 ) (1 2 0 0 ) (1 3 5 3 ) (1 5 0 5 ) (1 0 5 4 ) (1 1 2 4 ) (1 2 7 6 ) (1 4 2 9 ) (1 7 3 4 ) (1 5 0 5 ) (1 6 5 7 ) (1 2 0 7 ) (1 5 8 1 ) (1 8 8 6 ) (1 6 5 7 ) (1 8 1 0 ) (1 3 5 9 ) (1 7 3 4 ) (2 0 3 8 ) (1 8 1 0 ) (1 9 6 2 ) (1 5 1 1 ) (1 8 8 6 ) (749) (762) (591) (597) (610) (438) (1054) (1067) (895) (902) (914) (743) (603) (6 0 3 ) (1207) (1219) (1048) (679) (6 7 9 ) (1359) (1372) (1200) (756) (7 5 6 ) (1511) (1524) (1353) (1 4 2 9 ) (8 9 5 ) (5 9 7 ) (9 7 2 ) (1 0 4 8 ) (1 1 2 4 ) (1 2 0 0 ) (1 2 7 6 ) (1 3 5 3 ) (1 3 5 3 ) (1 4 2 9 ) (1 5 0 5 ) (1 5 0 5 ) (1 5 8 1 ) (1 6 5 7 ) (1 6 5 7 ) (1 7 3 4 ) (1 8 1 0 ) (1 8 1 0 ) (1 8 8 6 ) (1 9 6 2 ) (1 9 6 2 ) (2 0 3 8 ) (2 1 1 5 ) (2 1 1 5 ) (2 1 9 1 ) (2 2 6 7 ) Notes on next page also apply to this page. 76 PICTURE, TRANSOM & SPECIALTY WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 232 77 • “Window Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. 5620 6020 5626 6026 5630 6030 5636 6036 5640 6040 5646 6046 5650 6050 32 3 ⁄4" 32 3 ⁄4" 5'-6" 5'-5 1/2" 59 1/4" 34 3 ⁄4" 34 3 ⁄4" 5'-11 1/2" 6'-0" 65 1/4" 4' - 1 1 1/4" 4' - 8 1/4" 5' - 5 1/4" 5' - 2 1/4" 5' - 1 1 1/4" 5' - 8 1/4" 6' - 5 1/4" 6' - 2 1/4" 6 ' - 1 1 1/4" 6' - 8 1/4" 7' - 5 1/4" 7' - 2 1/4" 7 ' - 1 1 1/4" 7' - 8 1/4" (832) (8 3 2 ) (1664) (1676) (1505) (908) (1816) (1829) (1657) (9 0 8 ) (1 5 0 5 ) (1 4 2 9 ) (1 6 5 7 ) (1 5 8 1 ) (1 8 1 0 ) (1 7 3 4 ) (1 9 6 2 ) (1 8 8 6 ) (2 1 1 5 ) (2 0 3 8 ) (2 2 6 7 ) (2 1 9 1 ) (2 4 1 9 ) (2 3 4 3 ) Half Circle Quarter Circle Circle Springline™ Arch Grille Patterns Colonial Renaissance Sunburst Prairie A Colonial Colonial Fractional Fractional Modied Tall Short Transom Picture Custom Pattern ExamplesSpecied Equal Light Examples Number of lights and overall pattern varies with window size. Patterns are not available in all configurations. Specialty window patterns may not align with picture window patterns when joined. Specified equal light pattern is available for all shapes except quarter circle. For specified equal light, specify number of same-size rectangles across or down. Custom grille patterns are available for picture and transom windows. For more information on divided light, see page 13 or visit andersenwindows.com/grilles. Custom-size windows are available in 1 ⁄8" (3) increments. Contact your Andersen supplier for more information. For Springline™ and arch windows, the size designation does not reflect overall window height. (e.g., a 2020 Springline window size has a side height of 1'-11 1 ⁄2" and an overall window height of 2'-11 1 ⁄4".) Details shown on pages 81-82. Grille patterns shown below. 10 0 S e r i e s P i c t u r e , Tr a n s o m & S p e c i a l t y Wi n d o w s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 233 3010 36102010 501040104610 3016 36162016 2616 501640164616 3020 36202020 2620 502040204620 3026 36262026 2626 502640264626 3030 36302030 2630 503040304630 3036 36362036 2636 503640364636 3040 36402040 2640 504040404640 3046 36462046 2646 504640464646 3050 36502050 2650 505040504650 3656 505640564656 3660 506040604660 30562056 2656 30602060 2660 2610 CUSTOM SIZES AVAILABLE CU S T O M S I Z E S A V A I L A B L E Table of Arch Window Sizes Window Width Dimension Minimum Rough Opening 23 1 ⁄2"29 1 ⁄2"35 1 ⁄2"41 1 ⁄2" Si d e H e i g h t Radius Chord Height Mi n i m u m R o u g h O p e n i n g = W i n d o w H e i g h t + 1 ⁄ 2" 3 5 ⁄ 32 " 3 15 ⁄16 " 4 3 ⁄4" 5 9 ⁄16 " Unobstructed Glass 1'-11 1/2" 2'-0" 17 1/4" 2'-5 1/2" 3'-6" 3'-5 1/2" 2'-6" 23 1/4"35 1/4"29 1/4" 2'-11 1/2" 3'-0" 2 ' - 1 1 1/16 " 3' - 5 1/16 " 3' - 1 1 1/16 " 4' - 5 1/16 " 4' - 1 1 1/16 " 5' - 5 1/16 " 5' - 1 1 1/16 " 6' - 5 1/16 " (1 0 0 ) 2 ' - 1 0 1/4" (1 2 1 ) 2' - 9 7/16 " 3' - 4 1/4" 3' - 3 7/16 " 3 ' - 1 0 1/4" 3' - 9 7/16 " 4' - 4 1/4" 4' - 3 7/16 " 4' - 1 0 1/4" 4' - 9 7/16 " 5' - 4 1/4" 5' - 3 7/16 " 5' - 1 0 1/4" 5' - 9 7/16 " 6' - 4 1/4" 6' - 3 7/16 " 2' - 5 1 ⁄ 2" 2 ' - 1 1 1 ⁄ 2" 3' - 5 1 ⁄ 2" 2' - 8 21 /32 " 3' - 2 21 /32 " 3' - 8 21 /32 " 3' - 1 1 1 ⁄ 2" 4' - 2 21 /32 " 4' - 5 1 ⁄ 2" 4' - 8 21 /32 " 4' - 1 1 1 ⁄ 2" 5' - 2 21 /32 " 5' - 5 1 ⁄ 2" 5' - 8 21 /32 " 5' - 1 1 1 ⁄ 2" 6' - 2 21 /32 " Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 Window Height Shown in Table Un o b s t r u c t e d G l a s s = W i n d o w H e i g h t – 6 . 2 5 " (1 5 9 ) 11 1 ⁄ 2" 1' - 2 21 /32 " 1' - 3 7/16 " 47 1 ⁄2" 6 3 ⁄ 8" 4'-0" 3'-11 1/2" 41 1/4" 53 1 ⁄2" 7 5 ⁄32 " 4'-6" 4'-5 1/2" 47 1/4" 59 1 ⁄2" 7 31 ⁄ 32 " 5'-0" 4'-11 1/2" 53 1/4" 1' - 4 1/4" 1' - 5 1/16 " 1' - 5 7/8" 1' - 6 21 /32 " 1' - 7 15 /32 " 1' - 5 1 ⁄ 2" 1' - 8 21 /32 " 1' - 9 7/16 " 1' - 1 0 1/4" 1' - 1 1 1/16 " 1' - 1 1 7/8" 2' - 0 21 /32 " 2 ' - 1 15 /32 " 1' - 1 1 1 ⁄ 2" 2' - 2 21 /32 " 2' - 3 7/16 " 2' - 4 1/4" 2' - 5 1/16 " 2' - 5 7/8" 2' - 6 21 /32 " 2' - 7 15 /32 " 2' - 1 1 7/8" 3' - 0 21 /32 " 3 ' - 1 15 /32 " 3' - 5 7/8" 3' - 6 21 /32 " 3' - 7 15 /32 " 3' - 1 1 7/8" 4' - 0 21 /32 " 4' - 1 15 /32 " 4' - 5 7/8" 4' - 6 21 /32 " 4' - 7 15 /32 " 4' - 1 1 7/8" 5' - 0 21 /32 " 5 ' - 1 15 /32 " 5' - 5 7/8" 5' - 6 21 /32 " 5' - 7 15 /32 " 5' - 1 1 7/8" 6' - 0 21 /32 " 6 ' - 1 15 /32 " 6' - 5 7/8" 6' - 6 21 /32 " 6' - 7 15 /32 " (902)(1054)(597)(749) (1 3 ) (8 0 ) (1 4 1 ) (8 2 9 ) (9 8 2 ) (8 9 1 ) (1 1 9 5 ) (1 1 3 4 ) (7 4 9 ) (9 0 2 ) (8 7 0 ) (1 0 2 3 ) (1 1 7 5 ) (1 0 5 4 ) (8 5 0 ) (1 0 0 2 ) (1 1 5 4 ) (1 3 4 8 ) (1 2 8 6 ) (1 3 2 7 ) (1 2 0 7 ) (1 3 0 7 ) (1 5 0 0 ) (1 4 3 9 ) (1 4 8 0 ) (1 3 5 9 ) (1 4 5 9 ) (1 6 5 3 ) (1 5 9 1 ) (1 6 3 2 ) (1 5 1 1 ) (1 6 1 2 ) (1 8 0 5 ) (1 7 4 4 ) (1 7 8 5 ) (1 6 6 4 ) (1 7 6 4 ) (1 9 5 7 ) (1 8 9 6 ) (1 9 3 7 ) (1 8 1 6 ) (1 9 1 6 ) (749) (762) (591) (597) (610) (438) (1054) (1067) (895) (902) (914) (743) (3 7 2 ) (2 9 2 ) (3 9 2 ) (1207) (1 6 2 ) (1207) (1219) (1048) (1359) (1 8 2 ) (1359) (1372) (1200) (1511) (2 0 2 ) (1511) (1524) (1353) (4 1 3 ) (4 3 3 ) (4 5 4 ) (4 7 4 ) (4 9 5 ) (1 0 4 3 ) (5 2 4 ) (4 4 5 ) (5 4 5 ) (5 6 5 ) (5 8 6 ) (6 0 6 ) (6 2 7 ) (6 4 7 ) (6 7 7 ) (5 9 7 ) (6 9 7 ) (7 1 8 ) (7 3 8 ) (7 5 9 ) (7 7 9 ) (7 9 9 ) (9 1 1 ) (9 3 1 ) (9 5 2 ) (1 0 6 3 ) (1 0 8 4 ) (1 1 0 4 ) (1 2 1 6 ) (1 2 3 6 ) (1 2 5 7 ) (1 3 6 8 ) (1 3 8 9 ) (1 4 0 9 ) (1 5 2 1 ) (1 5 4 1 ) (1 5 6 1 ) (1 6 7 3 ) (1 6 9 3 ) (1 7 1 4 ) (1 8 2 5 ) (1 8 4 6 ) (1 8 6 6 ) (1 9 7 8 ) (1 9 9 8 ) (2 0 1 9 ) Notes on page 77 also apply to this pages. 78 PICTURE, TRANSOM & SPECIALTY WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 234 Notes on page 77 also apply to this pages. 5610 6010 7610 801066107010 5616 6016 7616 801666167016 5620 6020 7620 802066207020 5626 6026 7626 802666267026 5630 6030 7630 803066307030 5636 6036 7636 803666367036 5640 6040 7640 804066407040 5646 6046 7646 804666467046 5650 6050 7650 805066507050 5656 6056 7656 805666567056 5660 6060 7660 806066607060 65 1 ⁄2" 8 25 ⁄ 32 " 5'-6" 5'-5 1/2" 59 1/4" 71 1 ⁄2" 9 19 ⁄ 32 " 5'-11 1/2" 6'-0" 65 1/4" 1' - 9 3/32 " 77 1 ⁄2" 10 3 ⁄ 8" 6'-5 1/2" 6'-6" 71 1/4" 1' - 9 7/8" 83 1 ⁄2" 11 3 ⁄16 " 6'-11 1/2" 7'-0" 77 1/4" 1' - 1 0 11 /16 " 89 1 ⁄2" 12 " 7'-5 1/2" 7'-6" 83 1/4" 1' - 1 1 1/2" 95 1 ⁄2" 12 25 /32 " 7'-11 1/2" 8'-0" 89 1/4" 2' - 0 9/32 " 1' - 8 9/32 " 2' - 3 3/32 " 2' - 3 7/8" 2' - 4 11 /16 " 2' - 5 1/2" 2' - 6 9/32 " 2' - 2 9/32 " 2' - 9 3/32 " 2' - 9 7/8" 2 ' - 1 0 11 /16 " 2 ' - 1 1 1/2" 3' - 0 9/32 " 2' - 8 9/32 " 3' - 3 3/32 " 3' - 3 7/8" 3' - 4 11 /16 " 3' - 5 1/2" 3' - 6 9/32 " 3' - 2 9/32 " 3' - 9 3/32 " 3' - 9 7/8" 3' - 1 0 11 /16 " 3 ' - 1 1 1/2" 4' - 0 9/32 " 3' - 8 9/32 " 4' - 3 3/32 " 4' - 3 7/8" 4' - 4 11 /16 " 4' - 5 1/2" 4' - 6 9/32 " 4' - 2 9/32 " 4' - 9 3/32 " 4' - 9 7/8" 4' - 1 0 11 /16 " 4 ' - 1 1 1/2" 5' - 0 9/32 " 4' - 8 9/32 " 5' - 3 3/32 " 5' - 3 7/8" 5' - 4 11 /16 " 5' - 5 1/2" 5' - 6 9/32 " 5' - 2 9/32 " 5' - 9 3/32 " 5' - 9 7/8" 5 ' - 1 0 11 /16 " 5' - 1 1 1/2" 6' - 0 9/32 " 5' - 8 9/32 " 6' - 3 3/32 " 6' - 3 7/8" 6' - 4 11 /16 " 6' - 5 1/2" 6' - 6 9/32 " 6' - 2 9/32 " 6' - 9 3/32 " 6' - 9 7/8" 6 ' - 1 0 11 /16 " 6 ' - 1 1 1/2" 7' - 0 9/32 " 6' - 8 9/32 " (1664) (2 2 3 ) (1664) (1676) (1505) (1816) (1816) (1829) (1657) (5 3 5 ) (1969) (2 6 4 ) (1969) (1981) (1810) (5 5 6 ) (2121) (2 8 4 ) (2121) (2134) (1962) (5 7 6 ) (2273) (3 0 5 ) (2273) (2286) (2115) (5 9 7 ) (2426) (3 2 5 ) (2426) (2438) (2267) (6 1 7 ) (5 1 5 ) (2 4 3 ) (6 8 8 ) (7 0 8 ) (7 2 9 ) (7 4 9 ) (7 6 9 ) (6 6 7 ) (8 4 0 ) (8 6 1 ) (8 8 1 ) (9 0 1 ) (9 2 2 ) (8 2 0 ) (9 9 3 ) (1 0 1 3 ) (1 0 3 3 ) (1 0 5 4 ) (1 0 7 4 ) (9 7 2 ) (1 1 4 5 ) (1 1 6 5 ) (1 1 8 6 ) (1 2 0 6 ) (1 2 2 7 ) (1 1 2 5 ) (1 2 9 7 ) (1 3 1 8 ) (1 3 3 8 ) (1 3 5 9 ) (1 3 7 9 ) (1 2 7 7 ) (1 4 5 0 ) (1 4 7 0 ) (1 4 9 1 ) (1 5 1 1 ) (1 5 3 1 ) (1 4 2 9 ) (1 6 0 2 ) (1 6 2 3 ) (1 6 4 3 ) (1 6 6 3 ) (1 6 8 4 ) (1 5 8 2 ) (1 7 5 5 ) (1 7 7 5 ) (1 7 9 5 ) (1 8 1 6 ) (1 8 3 6 ) (1 7 3 4 ) (1 9 0 7 ) (1 9 2 7 ) (1 9 4 8 ) (1 9 6 8 ) (1 9 8 9 ) (1 8 8 7 ) (2 0 5 9 ) (2 0 8 0 ) (2 1 0 0 ) (2 1 2 1 ) (2 1 4 1 ) (2 0 3 9 ) 79 10 0 S e r i e s P i c t u r e , Tr a n s o m & S p e c i a l t y Wi n d o w s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 235 Arch Window Area Specifications Window Number Glass Area Sq. Ft./(m2) Overall Window Area Sq. Ft./(m2) 4640 15.26 (1.42) 19.45 (1.81) 4646 17.23 (1.60) 21.68 (2.01) 4650 19.20 (1.78) 23.91 (2.22) 4656 21.17 (1.97) 26.14 (2.43) 4660 23.13 (2.15) 28.36 (2.64) 5010 4.09 (0.38) 6.98 (0.65) 5016 6.30 (0.59) 9.46 (0.88) 5020 8.52 (0.79) 11.94 (1.11) 5026 10.74 (1.00) 14.42 (1.34) 5030 12.96 (1.20) 16.90 (1.57) 5036 15.18 (1.41) 19.37 (1.80) 5040 17.40 (1.62) 21.85 (2.03) 5046 19.62 (1.82) 24.33 (2.26) 5050 21.84 (2.03) 26.81 (2.49) 5056 24.05 (2.23) 29.29 (2.72) 5060 26.27 (2.44) 31.77 (2.95) 5610 4.77 (0.44) 7.93 (0.74) 5616 7.24 (0.67) 10.66 (0.99) 5620 9.71 (0.90) 13.39 (1.24) 5626 12.18 (1.13) 16.12 (1.50) 5630 14.65 (1.36) 18.85 (1.75) 5636 17.11 (1.59) 21.58 (2.00) 5640 19.58 (1.82) 24.30 (2.26) 5646 22.05 (2.05) 27.03 (2.51) 5650 24.52 (2.28) 29.76 (2.77) 5656 26.99 (2.51) 32.49 (3.02) 5660 29.46 (2.74) 35.22 (3.27) 6010 5.50 (0.51) 8.93 (0.83) 6016 8.22 (0.76) 11.91 (1.11) 6020 10.94 (1.02) 14.88 (1.38) 6026 13.66 (1.27) 17.86 (1.66) 6030 16.38 (1.52) 20.84 (1.94) 6036 19.09 (1.77) 23.82 (2.21) 6040 21.81 (2.03) 26.80 (2.49) 6046 24.53 (2.28) 29.78 (2.77) 6050 27.25 (2.53) 32.76 (3.04) 6056 29.97 (2.78) 35.74 (3.32) 6060 32.69 (3.04) 38.72 (3.60) 6610 6.27 (0.58) 9.97 (0.93) 6616 9.24 (0.86) 13.20 (1.23) 6620 12.21 (1.13) 16.43 (1.53) 6626 15.18 (1.41) 19.66 (1.83) 6630 18.15 (1.69) 22.88 (2.13) 6636 21.12 (1.96) 26.11 (2.43) 6640 24.09 (2.24) 29.34 (2.73) 6646 27.06 (2.51) 32.57 (3.03) 6650 30.02 (2.79) 35.80 (3.33) 6656 32.99 (3.07) 39.03 (3.63) 6660 35.96 (3.34) 42.26 (3.93) 7010 7.10 (0.66) 11.05 (1.03) 7016 10.31 (0.96) 14.53 (1.35) 7020 13.53 (1.26) 18.01 (1.67) 7026 16.75 (1.56) 21.49 (2.00) 7030 19.97 (1.86) 24.97 (2.32) 7036 23.19 (2.15) 28.45 (2.64) 7040 26.41 (2.45) 31.93 (2.97) 7046 29.63 (2.75) 35.41 (3.29) 7050 32.85 (3.05) 38.89 (3.61) 7056 36.06 (3.35) 42.37 (3.94) 7060 39.28 (3.65) 45.85 (4.26) 7610 7.96 (0.74) 12.19 (1.13) Arch Window Area Specifications Window Number Glass Area Sq. Ft./(m2) Overall Window Area Sq. Ft./(m2) 7616 11.43 (1.06) 15.92 (1.48) 7620 14.90 (1.38) 19.64 (1.83) 7626 18.37 (1.71) 23.37 (2.17) 7630 21.84 (2.03) 27.10 (2.52) 7636 25.30 (2.35) 30.83 (2.86) 7640 28.77 (2.67) 34.56 (3.21) 7646 32.24 (3.00) 38.29 (3.56) 7650 35.71 (3.32) 42.02 (3.90) 7656 39.18 (3.64) 45.75 (4.25) 7660 42.65 (3.96) 49.48 (4.60) 8010 8.87 (0.82) 13.36 (1.24) 8016 12.59 (1.17) 17.34 (1.61) 8020 16.31 (1.52) 21.32 (1.98) 8026 20.03 (1.86) 25.30 (2.35) 8030 23.75 (2.21) 29.28 (2.72) 8036 27.47 (2.55) 33.26 (3.09) 8040 31.18 (2.90) 37.24 (3.46) 8046 34.90 (3.24) 41.22 (3.83) 8050 38.62 (3.59) 45.20 (4.20) 8056 42.34 (3.93) 49.18 (4.57) 8060 46.06 (4.28) 53.16 (4.94) Arch Window Area Specifications Window Number Glass Area Sq. Ft./(m2) Overall Window Area Sq. Ft./(m2) 2010 0.93 (0.09) 2.22 (0.21) 2016 1.65 (0.15) 3.20 (0.30) 2020 2.37 (0.22) 4.18 (0.39) 2026 3.09 (0.29) 5.16 (0.48) 2030 3.81 (0.35) 6.14 (0.57) 2036 4.52 (0.42) 7.12 (0.66) 2040 5.24 (0.49) 8.10 (0.75) 2046 5.96 (0.55) 9.08 (0.84) 2050 6.68 (0.62) 10.06 (0.93) 2056 7.40 (0.69) 11.04 (1.03) 2060 8.12 (0.75) 12.02 (1.12) 2610 1.34 (0.12) 2.90 (0.27) 2616 2.31 (0.21) 4.13 (0.38) 2620 3.28 (0.30) 5.36 (0.50) 2626 4.25 (0.39) 6.59 (0.61) 2630 5.22 (0.48) 7.82 (0.73) 2636 6.19 (0.57) 9.05 (0.84) 2640 7.16 (0.66) 10.28 (0.95) 2646 8.12 (0.75) 11.51 (1.07) 2650 9.09 (0.84) 12.74 (1.18) 2656 10.06 (0.93) 13.97 (1.30) 2660 11.03 (1.02) 15.20 (1.41) 3010 1.80 (0.17) 3.63 (0.34) 3016 3.02 (0.28) 5.11 (0.47) 3020 4.24 (0.39) 6.59 (0.61) 3026 5.46 (0.51) 8.07 (0.75) 3030 6.68 (0.62) 9.54 (0.89) 3036 7.90 (0.73) 11.02 (1.02) 3040 9.11 (0.85) 12.50 (1.16) 3046 10.33 (0.96) 13.98 (1.30) 3050 11.55 (1.07) 15.46 (1.44) 3056 12.77 (1.19) 16.94 (1.57) 3060 13.99 (1.30) 18.42 (1.71) 3610 2.30 (0.21) 4.40 (0.41) 3616 3.77 (0.35) 6.13 (0.57) 3620 5.24 (0.49) 7.86 (0.73) 3626 6.71 (0.62) 9.59 (0.89) 3630 8.18 (0.76) 11.31 (1.05) 3636 9.65 (0.90) 13.04 (1.21) 3640 11.12 (1.03) 14.77 (1.37) 3646 12.59 (1.17) 16.50 (1.53) 3650 14.05 (1.31) 18.23 (1.69) 3656 15.52 (1.44) 19.96 (1.85) 3660 16.99 (1.58) 21.69 (2.02) 4010 2.85 (0.27) 5.21 (0.48) 4016 4.57 (0.42) 7.19 (0.67) 4020 6.29 (0.58) 9.17 (0.85) 4026 8.01 (0.74) 11.15 (1.04) 4030 9.73 (0.90) 13.13 (1.22) 4036 11.45 (1.06) 15.11 (1.40) 4040 13.17 (1.22) 17.09 (1.59) 4046 14.88 (1.38) 19.07 (1.77) 4050 16.60 (1.54) 21.05 (1.96) 4056 18.32 (1.70) 23.03 (2.14) 4060 20.04 (1.86) 25.00 (2.32) 4610 3.45 (0.32) 6.07 (0.56) 4616 5.42 (0.50) 8.30 (0.77) 4620 7.38 (0.69) 10.53 (0.98) 4626 9.35 (0.87) 12.76 (1.19) 4630 11.32 (1.05) 14.99 (1.39) 4636 13.29 (1.23) 17.22 (1.60) • Dimensions in parentheses are in square meters. For picture, transom, half circle, quarter circle, circle and Springline™ window specifications, see pages 68-71. 80 PICTURE, TRANSOM & SPECIALTY WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 236 Picture, Single Transom and Specialty Window Details – New Construction Scale 1 1 ⁄2" (38) = 1'-0" (305) — 1:8 Vertical Section Vertical Section Stucco Exterior Horizontal Section Stucco Exterior Horizontal Section 3 1 ⁄8" (7 9 ) Wi n d o w D i m e n s i o n H e i g h t Mi n i m u m R o u g h O p e n i n g Un o b s t r . Gl a s s 1 3 ⁄8" (35) 3 1 ⁄4" (83) 1 ⁄4" (6 ) 3 1 ⁄8" (7 9 ) 1 ⁄4" (6 ) Low-E Glasssill head Andersen® Extension Jamb Attachment Flange (optional) 1 11 ⁄16" (43) 3 1 ⁄8" (7 9 ) Wi n d o w D i m e n s i o n H e i g h t Mi n i m u m R o u g h O p e n i n g Un o b s t r . Gl a s s 1" (25) 3 1 ⁄4" (83) 1 ⁄4" (6 ) 1 ⁄8" (3 ) 3 1 ⁄ 8" (7 9 ) 1 ⁄ 8" (3 ) 1 ⁄4" (6 ) Low-E Glasssill head 1 11 ⁄16" (43) Low-E Glass (79)(79) 3 1 ⁄8" Window Dimension Width Minimum Rough Opening 3 1 ⁄8"Unobstr. Glass1 3 ⁄8" (3 5 ) 3 1 ⁄4" (8 3 ) 1 ⁄4" (6) 1 ⁄4" (6) jambjamb Andersen® Extension Jamb Attachment Flange (optional) 1 3 ⁄4" (44) (79)(79) 3 1 ⁄8" Window Dimension Width Minimum Rough Opening 3 1 ⁄8"Unobstr. Glass 1" (2 5 ) 3 1 ⁄4" (8 3 ) 1 ⁄4" (6) 1 ⁄8" (3)1 ⁄8" (3) 1 ⁄4" (6) Low-E Glass jambjamb 1 3 ⁄4" (44) • Drip cap is required to complete window installation as shown but may not be included with the window. Use of drip cap is recommended for proper installation. • Light-colored areas are parts included with window. Dark-colored areas are additional Andersen® parts required to complete window assembly as shown. • Minimum rough openings may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See installation information on page 110. • Details are for illustration only and are not intended to represent product installation methods or materials. Refer to product installation instructions at andersenwindows.com. • Dimensions in parentheses are in millimeters. 1 3/8" f l a n g e s e t b a c k 1" f l a n g e s e t b a c k w i t h s t u c c o k e y Picture, Single Transom and Specialty Window Details – Replacement Scale 1 1 ⁄2" (38) = 1'-0" (305) — 1:8 Vertical Section Existing Framed Opening Horizontal Section Existing Framed Opening 3 1 ⁄ 8" (7 9 ) Wi n d o w D i m e n s i o n H e i g h t Mi n i m u m R o u g h O p e n i n g Un o b s t r . Gl a s s 3 1 ⁄4" (83) 1 ⁄4" (6 ) 3 1 ⁄ 8" (7 9 ) 1 ⁄4" (6 ) Low-E Glasssill head Andersen® Extension Jamb Attachment Flange (optional) 1 11 ⁄16" (43) Low-E Glass (79)(79) 3 1 ⁄8" Window Dimension Width Minimum Rough Opening 3 1 ⁄8"Unobstr. Glass 3 1 ⁄4" (8 3 ) 1 ⁄4" (6) 1 ⁄4" (6) jambjamb Andersen® Extension Jamb Attachment Flange (optional) 1 3 ⁄4" (44) no f l a n g e continued on next page 81 10 0 S e r i e s P i c t u r e , Tr a n s o m & S p e c i a l t y Wi n d o w s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 237 Picture, Single Transom and Specialty Window Details – Replacement Scale 1 1 ⁄2" (38) = 1'-0" (305) — 1:8 in s e r t Vertical Section Existing Window Opening Horizontal Section Existing Window Opening 3 1 ⁄ 8" (7 9 ) Wi n d o w D i m e n s i o n H e i g h t Ex i s t i n g O p e n i n g Un o b s t r . Gl a s s 1 ⁄4" (6 ) 3 1 ⁄ 8" (7 9 ) 3 1 ⁄4" (83) 1 ⁄4" (6 ) Low-E Glass Andersen® Exterior Sill Extender Trim (optional) sill head 1 11 ⁄16" (43) Low-E Glass (79)(79) 3 1 ⁄8" Window Dimension Width Existing Opening 3 1 ⁄8"Unobstr. Glass 3 1 ⁄4" (8 3 ) 1 ⁄4" (6) 1 ⁄4" (6) jambjamb 1 3 ⁄4" (44) (continued) Vertical Section Horizontal Section 1" f l a n g e s e t b a c k w i t h s t u c c o k e y 3 1 ⁄ 8" (7 9 ) Wi n d o w D i m e n s i o n H e i g h t Mi n i m u m R o u g h O p e n i n g Un o b s t r . Gl a s s 1" (25) 3 1 ⁄4" (83) 1 ⁄4" (6 ) 1 ⁄ 8" (3 ) 3 1 ⁄ 8" (7 9 ) 1 ⁄ 8" (3 ) 1 ⁄4" (6 ) Low-E Glass sill head Sill Stop to Suboor Dimension 1 3 ⁄4" (44)(79)(79) 3 1 ⁄8" Window Dimension Width Minimum Rough Opening 3 1 ⁄8"Unobstr. Glass 1" (2 5 ) 3 1 ⁄4" (8 3 ) 1 ⁄4" (6) 1 ⁄8" (3)1 ⁄8" (3) 1 ⁄4" (6) Low-E Glass jambjamb 1 11 ⁄16" (43) Twin and Triple Transom Window Details – New Construction Scale 1 1 ⁄2" (38) = 1'-0" (305) — 1:8 Vertical Section Horizontal Section 1 3/8" f l a n g e s e t b a c k 3 1 ⁄ 8" (7 9 ) Wi n d o w D i m e n s i o n H e i g h t Mi n i m u m R o u g h O p e n i n g Un o b s t r . Gl a s s 1 3 ⁄8" (35) 3 1 ⁄4" (83) 1 ⁄4" (6 ) 3 1 ⁄ 8" (7 9 ) 1 ⁄4" (6 ) Low-E Glass sill head Sill Stop to Suboor Dimension 1 3 ⁄4" (44)(79)(79) 3 1 ⁄8" Window Dimension Width Minimum Rough Opening 3 1 ⁄8"Unobstr. Glass1 3 ⁄8" (3 5 ) 3 1 ⁄4" (8 3 ) 1 ⁄4" (6) 1 ⁄4" (6) Low-E Glass jambjamb 1 3 ⁄4" (44) • Drip cap is required to complete window installation as shown but may not be included with the window. Use of drip cap is recommended for proper installation. • Light-colored areas are parts included with window. Dark-colored areas are additional Andersen® parts required to complete window assembly as shown. • Minimum rough openings may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See installation information on page 110. • Details are for illustration only and are not intended to represent product installation methods or materials. Refer to product installation instructions at andersenwindows.com. • Dimensions in parentheses are in millimeters. continued on next page 82 PICTURE, TRANSOM & SPECIALTY WINDOWS ITEM 6, ATTACHMENT 3 Packet Pg. 238 Twin and Triple Transom Window Details – Replacement Scale 1 1 ⁄2" (38) = 1'-0" (305) — 1:8 Installation accessories for insert frame shown on page 109. See pages 84-87 for joining details. • Drip cap is required to complete window installation as shown but may not be included with the window. Use of drip cap is recommended for proper installation. • Light-colored areas are parts included with window. Dark-colored areas are additional Andersen® parts required to complete window assembly as shown. • Minimum rough openings may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See installation information on page 110. • Details are for illustration only and are not intended to represent product installation methods or materials. Refer to product installation instructions at andersenwindows.com. • Dimensions in parentheses are in millimeters. Horizontal Section Twin or Triple Transom 6 3 ⁄4" (171) in t e g r a l Vertical Section Existing Window Opening Horizontal Section Existing Window Opening in s e r t 3 1 ⁄8" (7 9 ) Wi n d o w D i m e n s i o n H e i g h t Ex i s t i n g O p e n i n g Un o b s t r . Gl a s s 1 ⁄4" (6 ) 3 1 ⁄8" (7 9 ) 3 1 ⁄4" (83) 1 ⁄4" (6 ) Low-E Glass Andersen® Exterior Sill Extender Trim (optional) sill head Sill Stop to Suboor Dimension 1 3 ⁄4" (44) Low-E Glass (79)(79) 3 1 ⁄8" Window Dimension Width Existing Opening 3 1 ⁄8"Unobstr. Glass 3 1 ⁄4" (8 3 ) 1 ⁄4" (6) 1 ⁄4" (6) jambjamb 1 3 ⁄4" (44) (continued) Vertical Section Existing Framed Opening Horizontal Section Existing Framed Opening 3 1 ⁄ 8" (7 9 ) Wi n d o w D i m e n s i o n H e i g h t Mi n i m u m R o u g h O p e n i n g Un o b s t r . Gl a s s 3 1 ⁄4" (83) 1 ⁄4" (6 ) 3 1 ⁄ 8" (7 9 ) 1 ⁄4" (6 ) Low-E Glasssill head Andersen® Extension Jamb Attachment Flange (optional) 1 11 ⁄16" (43) Low-E Glass (79)(79) 3 1 ⁄8" Window Dimension Width Minimum Rough Opening 3 1 ⁄8"Unobstr. Glass 3 1 ⁄4" (8 3 ) 1 ⁄4" (6) 1 ⁄4" (6) jambjamb Andersen® Extension Jamb Attachment Flange (optional) 1 3 ⁄4" (44) no f l a n g e 10 0 S e r i e s P i c t u r e , Tr a n s o m & S p e c i a l t y Wi n d o w s 100 SERIES 83 ITEM 6, ATTACHMENT 3 Packet Pg. 239 • Minimum rough openings may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See installation information on page 110. • Details are for illustration only and are not intended to represent product installation methods or materials. Refer to product installation instructions at andersenwindows.com. • Structural performance of any combination is only as high as the lowest structural performance of any individual unit or join in the combination. • Dimensions in parentheses are in millimeters. Casement to Casement (Lock Jamb to Lock Jamb) Casement to Casement (Hinge Jamb to Hinge Jamb) Casement to Casement (Lock Jamb to Stationary Jamb) Single-Hung to Single-Hung Single-Hung to Picture/Single Transom Casement to Picture/Single Transom (Casement Lock Jamb) Casement to Picture/Single Transom (Casement Hinge Jamb) Awning to Awning Awning to Picture/Single Transom 1 ⁄2" (13) (171) 6 3 ⁄4" Overall Window Dimension Width – Sum of individual window widths plus 1 ⁄2" (13) per join. Overall Minimum Rough Opening Width – Overall window dimension width plus 3 ⁄4" (19). The addition of joining materials will affect the overall rough opening dimension. See page 110. Vertical (ribbon) Fiberglass Joining Details – Non-Reinforced Scale 11 ⁄2" (38) = 1'-0" (305) — 1:8 Gliding to Gliding (Active Jamb to Stationary Jamb) Gliding to Picture/Single Transom (Gliding Stationary Jamb) Picture/Single Transom to Picture/Single Transom 1 ⁄2" (13) (171) 6 3 ⁄4" 1 ⁄2" (13) (171) 6 3 ⁄4" 1 ⁄2" (13) (171) 6 3 ⁄4" 1 ⁄2" (13) (171) 6 3 ⁄4" 1 ⁄2" (13) (171) 6 3 ⁄4" 1 ⁄2" (13) (171) 6 3 ⁄4" 1 ⁄2" (13) (171) 6 3 ⁄4" 1 ⁄2" (13) (171) 6 3 ⁄4" Gliding to Picture/Single Transom (Gliding Active Jamb) 1 ⁄2" (13) (171) 6 3 ⁄4" 1 ⁄2" (13) (171) 6 3 ⁄4" Casement to Casement (Stationary Jamb to Stationary Jamb) 1 ⁄2" (13) (171) 6 3 ⁄4" 1 ⁄2" (13) (171) 6 3 ⁄4" 1 ⁄2" (13) (171) 6 3 ⁄4" 84 WINDOW JOINING DETAILS ITEM 6, ATTACHMENT 3 Packet Pg. 240 1 ⁄ 2" (1 3 ) (1 7 1 ) 6 3 ⁄4" • Minimum rough openings may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See installation information on page 110. • Details are for illustration only and are not intended to represent product installation methods or materials. Refer to product installation instructions at andersenwindows.com. • Structural performance of any combination is only as high as the lowest structural performance of any individual unit or join in the combination. • Dimensions in parentheses are in millimeters. Picture/Single Transom/Specialty Over Casement Casement Over Picture/Single Transom Overall Window Dimension Width – Sum of individual window widths plus 1 ⁄2" (13) per join. Overall Minimum Rough Opening Width – Overall window dimension width plus 3 ⁄4" (19). The addition of joining materials will affect the overall rough opening dimension. See page 110. Horizontal (stack) Fiberglass Joining Details – Non-Reinforced Scale 11 ⁄2" (38) = 1'-0" (305) — 1:8 For more information on joining, refer to the combination designs section starting on page 99. Picture/Single Transom/Specialty Over Picture/Single Transom 1 ⁄ 2" (1 3 ) (1 7 1 ) 6 3 ⁄4" Picture/Single Transom/Specialty Over Awning Awning Over Picture/Single Transom Twin Transom Over Twin Casement Twin Transom Over Twin Awning Picture/Single Transom/Specialty Over Gliding Picture/Single Transom/Specialty Over Single-Hung Twin Transom Over Twin Single-Hung 1 ⁄2" (1 3 ) (1 7 1 ) 6 3 ⁄4" 1 ⁄2" (1 3 ) (1 7 1 ) 6 3 ⁄4" 1 ⁄ 2" (1 3 ) (1 7 1 ) 6 3 ⁄4" 1 ⁄2" (1 3 ) (1 7 1 ) 6 3 ⁄4" 1 ⁄2" (1 3 ) (1 7 1 ) 6 3 ⁄4" 1 ⁄2" (1 3 ) (1 7 1 ) 6 3 ⁄4" 1 ⁄ 2" (1 3 ) (1 7 1 ) 6 3 ⁄4" 1 ⁄2" (1 3 ) (1 7 1 ) 6 3 ⁄4" 85 100 SERIES 10 0 S e r i e s Wi n d o w J o i n i n g De t a i l s ITEM 6, ATTACHMENT 3 Packet Pg. 241 • Minimum rough openings may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See installation information on page 110. • Details are for illustration only and are not intended to represent product installation methods or materials. Refer to product installation instructions at andersenwindows.com. • Structural performance of any combination is only as high as the lowest structural performance of any individual unit or join in the combination. • Dimensions in parentheses are in millimeters. Casement to Casement (Lock Jamb to Lock Jamb) Casement to Casement (Hinge Jamb to Hinge Jamb) Casement to Casement (Lock Jamb to Stationary Jamb) Single-Hung to Single-Hung Single-Hung to Picture/Single Transom Casement to Picture/Single Transom (Casement Lock Jamb) Casement to Picture/Single Transom (Casement Hinge Jamb) Awning to Awning Awning to Picture/Single Transom 3 ⁄4" (19) (178) 7" (42) 1 5 ⁄8" (52) 2 1 ⁄16" Overall Window Dimension Width – Sum of individual window widths plus 3 ⁄4" (19) per join. Overall Minimum Rough Opening Width – Overall window dimension width plus 3 ⁄4" (19). The addition of joining materials will affect the overall rough opening dimension. See page 110. Vertical (ribbon) Fiberglass Joining Details – Reinforced Scale 11 ⁄2" (38) = 1'-0" (305) — 1:8 Gliding to Gliding (Active Jamb to Stationary Jamb) Gliding to Picture/Single Transom (Gliding Stationary Jamb) Picture/Single Transom to Picture/Single Transom 3 ⁄4" (19) (178) 7" (42) 1 5 ⁄8" (52) 2 1 ⁄16" 3 ⁄4" (19) (178) 7" (42) 1 5 ⁄8" (52) 2 1 ⁄16" 3 ⁄4" (19) (178) 7" (42) 1 5 ⁄8" (52) 2 1 ⁄16" 3 ⁄4" (19) (178) 7" (42) 1 5 ⁄8" (52) 2 1 ⁄16" 3 ⁄4" (19) (178) 7" (42) 1 5 ⁄8" (52) 2 1 ⁄16" 3 ⁄4" (19) (178) 7" (42) 1 5 ⁄8" (52) 2 1 ⁄16" 3 ⁄4" (19) (178) 7" (42) 1 5 ⁄8" (52) 2 1 ⁄16" 3 ⁄4" (19) (178) 7" (42) 1 5 ⁄8" (52) 2 1 ⁄16" Gliding to Picture/Single Transom (Gliding Active Jamb) 3 ⁄4" (19) (178) 7" (42) 1 5 ⁄8" (52) 2 1 ⁄16" 3 ⁄4" (19) (178) 7" (42) 1 5 ⁄8" (52) 2 1 ⁄16" Casement to Casement (Stationary Jamb to Stationary Jamb) 3 ⁄4" (19) (178) 7" (42) 1 5 ⁄8" (52) 2 1 ⁄16" (42) 3 ⁄4" (19) (178) 7" 1 5 ⁄8" (52) 2 1 ⁄16" 3 ⁄4" (19) (178) 7" (42) 1 5 ⁄8" (52) 2 1 ⁄16" 86 WINDOW JOINING DETAILS ITEM 6, ATTACHMENT 3 Packet Pg. 242 3 ⁄4" (19)(178) 7"(42) 1 5 ⁄8" (52) 2 1 ⁄16" • Minimum rough openings may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See installation information on page 110. • Details are for illustration only and are not intended to represent product installation methods or materials. Refer to product installation instructions at andersenwindows.com. • Structural performance of any combination is only as high as the lowest structural performance of any individual unit or join in the combination. • Dimensions in parentheses are in millimeters. Picture/Single Transom/Specialty Over Casement Casement Over Picture/Single Transom Overall Window Dimension Width – Sum of individual window widths plus 3 ⁄4" (19) per join. Overall Minimum Rough Opening Width – Overall window dimension width plus 3 ⁄4" (19). The addition of joining materials will affect the overall rough opening dimension. See page 110. Horizontal (stack) Fiberglass Joining Details – Reinforced Scale 11 ⁄2" (38) = 1'-0" (305) — 1:8 For more information on joining, refer to the combination designs section starting on page 99. Picture/Single Transom/Specialty Over Picture/Single Transom 3 ⁄4" (19)(178) 7"(42) 1 5 ⁄8" 2 1 ⁄16" (52) Picture/Single Transom/Specialty Over Awning Awning Over Picture/Single Transom Twin Transom Over Twin Casement Twin Transom Over Twin Awning Picture/Single Transom/Specialty Over Gliding Picture/Single Transom/Specialty Over Single-Hung Twin Transom Over Twin Single-Hung 3 ⁄4" (19)(178) 7"(42) 1 5 ⁄8" (52) 2 1 ⁄16" 3 ⁄4" (19)(178)(42) 1 5 ⁄8" (52) 2 1 ⁄16" 7" 3 ⁄4" (19)(178) 7"(42) 1 5 ⁄8" (52) 2 1 ⁄16" 3 ⁄4" (19)(178) 7"(42) 1 5 ⁄8" (52) 2 1 ⁄16" 3 ⁄4" (19)(178) 7"(42) 1 5 ⁄8" (52) 2 1 ⁄16" 3 ⁄4" (19)(178) 7"(42) 1 5 ⁄8" (52) 2 1 ⁄16" 3 ⁄4" (19)(178) 7"(42) 1 5 ⁄8" (52) 2 1 ⁄16" 3 ⁄4" (19)(178) 7"(42) 1 5 ⁄8" (52) 2 1 ⁄16" 87 100 SERIES 10 0 S e r i e s Wi n d o w J o i n i n g De t a i l s ITEM 6, ATTACHMENT 3 Packet Pg. 243 Casement Windows Custom Sizes and Specification Formulas 100 Series custom-size windows are available in 1 ⁄8" (3) increments between minimum and maximum widths and heights shown. Some restrictions apply. Awning Windows CUSTOM WIDTHS CU S T O M H E I G H T S 17 1 ⁄2" (445) 35 1 ⁄2" (902)to 23 1 ⁄ 2" (5 9 7 ) 71 1 ⁄ 2" (1 8 1 6 ) to CUSTOM WIDTHS CU S T O M H E I G H T S 35 1 ⁄2" (902) 71 1 ⁄2" (1816)to 23 1 ⁄ 2" (5 9 7 ) 71 1 ⁄ 2" (1 8 1 6 ) to CUSTOM WIDTHS CU S T O M H E I G H T S 17 1 ⁄2" (445) 47 1 ⁄2" (1207)to 17 1 ⁄ 2" (4 4 5 ) 35 1 ⁄ 2" (9 0 2 ) to CUSTOM WIDTHS CU S T O M H E I G H T S 35 1 ⁄2" (902) 71 1 ⁄2" (1816)to 17 1 ⁄ 2" (4 4 5 ) 35 1 ⁄ 2" (9 0 2 ) to Clear Opening Width = window width - 12.103" (307) wash mode* Width = window width - 7.790" (198) widest clear opening* Height = window height - 5.694" (145) Minimum R.O.Width = window width + 1/2" (13) Height = window height + 1/2" (13) Vent Opening Width = window width - 7.964" (202) Height = window height - 5.694" (145) Unobst. Glass Width = window width - 6.250" (159) Height = window height - 6.250" (159) Clear Opening Width = (window width ÷ 2) - 12.353" (314) wash mode* Width = (window width ÷ 2) - 8.040" (204) widest clear opening* Height = window height - 5.694" (145) Minimum R.O.Width = window width + 1/2" (13) Height = window height + 1/2" (13) Vent Opening Width = window width - 16.428" (417) Height = window height - 5.694" (145) Unobst. Glass Single Sash Width = (window width ÷ 2) - 6.50" (165) Total Sash Width = window width - 13.000" (330) Height = window height - 6.250" (159) Clear Opening Width = window width - 5.694" (145) Depth = 8.000" (203) Minimum R.O.Width = window width + 1/2" (13) Height = window height + 1/2" (13) Vent Opening Width = window width - 5.694" (145) Depth = 8.000" (203) Unobst. Glass Width = window width - 6.250" (159) Height = window height - 6.250" (159) Clear Opening Width = (window width ÷ 2) - 5.944" (151) Depth = 8.000" (203) Minimum R.O.Width = window width + 1/2" (13) Height = window height + 1/2" (13) Vent Opening Width = (window width ÷ 2) - 5.944" (151) Depth = 8.000" (203) Unobst. Glass Single Sash Width = (window width ÷ 2) - 6.50" (165) Total Sash Width = window width - 13.000" (330) Height = window height - 6.250" (159) Single Twin Single Twin *Widest clear opening hinge will be applied, based on window size, if it allows the window to meet or exceed clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). Hinge type cannot be specified. • Clear Opening formulas provide dimensions for determining area available for egress. Vent Opening formulas provide dimensions for determining area available for passage of air. Minimum R.O. (minimum rough opening) formulas provide minimum rough opening width and height dimensions. Unobst. Glass (unobstructed glass) formulas provide dimensions for determining area available for passage of light. • Dimensions in parentheses are in millimeters. • Awning windows do not meet clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). • Awning windows do not meet clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). 88 WINDOW CUSTOM SIZES ITEM 6, ATTACHMENT 3 Packet Pg. 244 Single-Hung Windows CUSTOM WIDTHS CU S T O M H E I G H T S 35 1 ⁄2" (902) 95 1 ⁄2" (2426)to 23 1 ⁄ 2" (5 9 7 ) 71 1 ⁄2" (1 8 1 6 ) to CUSTOM WIDTHS CU S T O M H E I G H T S 17 1 ⁄2" (445) 47 1 ⁄2" (1207)to 23 1 ⁄ 2" (5 9 7 ) 77 1 ⁄ 2" (1 9 6 9 ) to Clear Opening Width = window width - 3.500" (89) Height = (window height ÷ 2) - 3.711" (94) Minimum R.O.Width = window width + 1/2" (13) Height = window height + 1/2" (13) Vent Opening Equal Sash Ratio Width = window width - 3.500" (89) Height = (window height ÷ 2) - 3.711" (94) Unobst. Glass Equal Sash Ratio Width = window width - 6.250" (159) Fixed Sash Height = (window height ÷ 2) - 4.184" (106) Venting Sash Height = (window height ÷ 2) - 4.226" (107) Total Sash Height = window height - 8.410 " (214) Clear Opening Width = (window width ÷ 2) - 3.750" (95) Height = (window height ÷ 2) - 3.711" (94) Minimum R.O.Width = window width + 1/2" (13) Height = window height + 1/2" (13) Vent Opening Equal Sash Ratio Width = window width - 3.500" (89) Height = (window height ÷ 2) - 3.711" (94) Unobst. Glass Single Sash Width = (window width ÷ 2) - 6.500" (165) Total Sash Width = window width - 13.000" (330) Fixed Sash Height = (window height ÷ 2) - 4.184" (106) Venting Sash Height = (window height ÷ 2) - 4.226" (107) Total Sash Height = window height - 8.410 " (214) CUSTOM WIDTHS CU S T O M H E I G H T S 71 1 ⁄ 2" (1 8 1 6 ) 53 1 ⁄2" (1359) 143 1 ⁄2" (3645)to 23 1 ⁄ 2" (5 9 7 ) to Clear Opening Width = (window width ÷ 3) - 3.833" (97) Height = (window height ÷ 2) - 3.711" (94) Minimum R.O.Width = window width + 1/2" (13) Height = window height + 1/2" (13) Vent Opening Equal Sash Ratio Width = window width - 11.500" (292) Height = (window height ÷ 2) - 3.711" (94) Unobst. Glass Single Sash Width = (window width ÷ 3) - 6.583" (167) Total Sash Width = window width - 19.750 " (502) Fixed Sash Height = (window height ÷ 2) - 4.184" (106) Venting Sash Height = (window height ÷ 2) - 4.226" (107) Total Sash Height = window height - 8.410 " (214) Equal Sash Ratio Twin Triple • Drywall pass-through window is available for custom-size windows wider than 23 1/2" (597) and taller than 53 1/2" (1359). • Windows with a 3:2 reverse cottage sash ratio are available in custom sizes from 17 1/2" (445) to 47 1/2" (1207) in width to 29 1/2" (749) to 77 1/2" (1969) in height. For area and opening specification formulas, visit andersenwindows.com. * Window heights that require a 2:1 reverse cottage sash ratio are available in custom sizes from 17 1/2" (445) to 47 1/2" (1207) in width to 77 5/8" (1972) to 89 1 ⁄2" (2273) in height. For area and opening specifications, contact your Andersen supplier. • Clear Opening formulas provide dimensions for determining area available for egress. Vent Opening formulas provide dimensions for determining area available for passage of air. Minimum R.O. (minimum rough opening) formulas provide minimum rough opening width and height dimensions. Unobst. Glass (unobstructed glass) formulas provide dimensions for determining area available for passage of light. • Dimensions in parentheses are in millimeters. Windows with a height greater than 77 1/2" (1969) are only available with a 2:1 reverse cottage sash ratio.* Picture Window Over AwningAwning Windows Clear Opening Width = window width - 5.694" (145) Depth = 8.000" (203) Minimum R.O.Width = window width + 1 ⁄2" (13) Height = window height + 1 ⁄2" (13) Vent Opening Width = window width - 5.694" (145) Depth = 8.000" (203) Unobst. Glass Width = window width - 6.250" (159) Total Sash Height = window height - 13.000" (330) Contact your Andersen supplier for unobstructed glass height dimension of individual stationary sash or venting sash. (continued) CUSTOM WIDTHS CU S T O M H E I G H T S 17 1 ⁄2" (445) 47 1 ⁄2" (1207)to 47 1 ⁄ 2" (1 2 0 7 ) 95 1 ⁄ 2" (2 4 2 6 ) to Contact your Andersen supplier for min./max. height dimensions for lower venting sash. • Awning windows do not meet clear opening area of 5.7 sq. ft. or 0.53 m2, clear opening width of 20" (508) and clear opening height of 24" (610). 89 100 S e r i e s W i n d o w Cu s t o m S i z e s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 245 CUSTOM WIDTHS CU S T O M H E I G H T S 59 1 ⁄2" (1511) 143 1 ⁄2" (3645)to 17 1 ⁄ 2" (4 4 5 ) 71 1 ⁄ 2" (1 8 1 6 ) to Clear Opening Width = (window width ÷ 4) - 2.976" (76) Height = window height - 3.500" (89) Minimum R.O.Width = window width + 1 ⁄2" (13) Height = window height + 1 ⁄2" (13) Vent Opening Width = (window width ÷ 2) - 5.952" (151) Height = window height - 3.500" (89) Unobst. Glass Fixed Sash Width = (window width ÷ 2) - 1.868" (47) Venting Sash Width = (window width ÷ 4) - 4.351" (111) Total Sash Width = window width - 10.570" (268) Height = window height - 6.250" (159) CUSTOM WIDTHS CU S T O M H E I G H T S CUSTOM WIDTHS CU S T O M H E I G H T S CUSTOM WIDTHS CU S T O M H E I G H T S Either height or width must be 71 1 ⁄2" (1816) or less. 11 1 ⁄2" to 95 1 ⁄2" 71 1 ⁄2" to 11 1 ⁄2" 95 1 ⁄2" to 11 1 ⁄2" 11 1 ⁄2" to 71 1 ⁄2" 11 1 ⁄2" (292) 95 1 ⁄2" (2426)to 11 1 ⁄ 2" (2 9 2 ) 95 1 ⁄ 2" (2 4 2 6 ) to CUSTOM WIDTHS CU S T O M H E I G H T S 35 1 ⁄2" (902) 95 1 ⁄2" (2426)to 11 1 ⁄ 2" (2 9 2 ) 23 1 ⁄ 2" (5 9 7 ) to CUSTOM WIDTHS CU S T O M H E I G H T S 53 1 ⁄2" (1359) 143 1 ⁄2" (3645)to 11 1 ⁄ 2" (2 9 2 ) 23 1 ⁄ 2" (5 9 7 ) to Gliding Windows Picture and Transom Windows Active-Stationary-Active (XOX) 1:2:1 Sash Ratio CU S T O M H E I G H T S 17 1 ⁄ 2" (4 4 5 ) 71 1 ⁄ 2" (1 8 1 6 ) to CUSTOM WIDTHS 47 1 ⁄2" (1207) 101 1 ⁄2" (2578)to Clear Opening Width = (window width ÷ 3) - 5.164" (131) Height = window height - 3.500" (89) Minimum R.O.Width = window width + 1 ⁄2" (13) Height = window height + 1 ⁄2" (13) Vent Opening Width = (window width ÷ 3) - 5.164" (131) Height = window height - 3.500" (89) Unobst. Glass Fixed Sash Width = (window width ÷ 3) - 3.496" (89) Venting Sash Width = (window width ÷ 3) - 3.537" (90) Total Sash Width = window width - 10.570 " (268) Height = window height - 6.250" (159) Active-Stationary-Active (XOX) 1:1:1 Equal Sash Ratio CUSTOM WIDTHS CU S T O M H E I G H T S 23 1 ⁄2" (597) 71 1 ⁄2" (1816)to 11 1 ⁄ 2" (2 9 2 ) 71 1 ⁄ 2" (1 8 1 6 ) to Clear Opening Width = (window width ÷ 2) - 3.711" (94) Height = window height - 3.500" (89) Minimum R.O.Width = window width + 1 ⁄2" (13) Height = window height + 1 ⁄2" (13) Vent Opening Width = (window width ÷ 2) - 3.711" (94) Height = window height - 3.500" (89) Unobst. Glass Fixed Sash Width = (window width ÷ 2) - 4.184" (106) Venting Sash Width = (window width ÷ 2) - 4.226" (107) Total Sash Width = window width - 8.410 " (214) Height = window height - 6.250" (159) Active-Stationary or Stationary-Active (XO/OX) Picture and Single Transom Twin and Triple Transom Triple transom windows with unequal sash are not available in custom sizes. • Clear Opening formulas provide dimensions for determining area available for egress. Vent Opening formulas provide dimensions for determining area available for passage of air. Minimum R.O. (minimum rough opening) formulas provide minimum rough opening width and height dimensions. Unobst. Glass (unobstructed glass) formulas provide dimensions for determining area available for passage of light. • Dimensions in parentheses are in millimeters. Minimum R.O.Width = window width + 1 ⁄2" (13) Height = window height + 1 ⁄2" (13) Unobst. Glass Width = window width - 6.250" (159) Height = window height - 6.250" (159) Minimum R.O.Twin Width = window width + 1 ⁄2" (13) Height = window height + 1 ⁄2" (13) Unobst. Glass Twin Single Sash Width = (window width ÷ 2) - 6.500" (165) Total Sash Width = window width - 13.000" (330) Height = window height - 6.250" (159) Triple Width = window width + 1 ⁄2" (13) Height = window height + 1 ⁄2" (13) Triple Single Sash Width = (window width ÷ 3) - 6.583" (167) Total Sash Width = window width - 19.750 " (502) Height = window height - 6.250" (159) 90 WINDOW CUSTOM SIZES ITEM 6, ATTACHMENT 3 Packet Pg. 246 Dimensions in parentheses are in millimeters. Gliding Patio Doors Table of Sizes ............................................. 93 Specifications ............................................. 93 Grille Patterns ............................................. 94 Door Details ............................................... 94 Patio Door Sidelights & Transoms Table of Sizes ............................................. 95 Specifications ............................................. 95 Grille Patterns ............................................. 94 Sidelight & Transom Details ..................... 96 Joining Details .................................................. 97 Custom Sizes ................................................... 98 Combination Designs ..................................... 99 Product Performance .................................... 102 PATIO DOORS CUSTOM SIZING in 1⁄8" (3) increments 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 247 *Visit andersenwindows.com/warranty for details. **Products with Sandtone, dark bronze and black interiors have matching exteriors. Dimensions in parentheses are in millimeters. Printing limitations prevent exact replication of colors and finishes. See your Andersen supplier for actual color and finish samples. FRAME A The frame is constructed with Fibrex® composite material. This construction produces a rigid frame. B Durable, low-maintenance finish won’t fade, flake, blister or peel.* Factory-assembled doors arrive at the job site ready to install. C Dual felt weatherstrip, applied on the inside pocket of both side jambs and the head jamb, creates a positive seal between the frame and panels. The result is a long-lasting,* energy-efficient barrier against wind, water and dust. A full-length combination weatherstrip/interlock system provides a flexible seal at the meeting stile. Three frame options include: • 1 3 ⁄8" (35) flange setback for siding applications. An integral rigid vinyl flange helps seal the unit to the structure. • 1" (25) flange setback with stucco key. An integral rigid vinyl flange helps seal the unit to the structure. • No-flange option for door replacement in an existing framed opening. PANEL D Fibrex material construction provides long-lasting performance.* The panel, finished with a durable capping, provides maximum protection and a matte, low-maintenance finish. E Dual corrosion-resistant* ball- bearing rollers on the operating door panel provide smooth operation with self-contained leveling adjusters. The rollers have deep grooves to increase engagement with the roller track and resist lateral movement. Metal reinforcement inserted into the panel stiles provides additional stability. SILL F The one-piece sill design with weep holes located on the sill exterior provides superior water management. The heavy-gauge PVC construction is wear resistant and neutral gray in color. G The roller track has a stainless steel cap that resists denting for smooth, reliable operation. GLASS A glazing bead and silicone provide superior weathertightness and durability. H High-Performance options include: • Low-E SmartSun™ tempered glass • Low-E SmartSun HeatLock® tempered glass • Low-E tempered glass • Low-E HeatLock tempered glass • Low-E Sun tempered glass • Low-E PassiveSun® tempered glass • Low-E PassiveSun HeatLock tempered glass • Clear Dual-Pane tempered glass Additional glass options are available. Contact your Andersen supplier. A removable translucent film helps shield the glass from damage during delivery and construction, and simplifies finishing at the job site. Patterned Glass Patterned glass options are available. See page 12 for more details. Glass Spacers Glass spacers are now available in black, in addition to stainless steel, to provide more ways to customize project designs and achieve a contemporary look. (E-Series window is shown above.) HARDWARE Locking System A two-point locking system engages a steel receiver plate that’s secured into the side jamb. This provides enhanced security and a weathertight seal, with the operating panel pulled tightly into the jamb. G EF D Dark **Bronze** Dark Bronze BlackSandtoneTerratone COLOR OPTIONS White EXTERIOR COLORS **Black****Sandtone**White INTERIOR COLORS FEATURES GLIDING PATIO DOORS Black glass spacer A B C H HARDWARE Antique Brass | Black Bright Brass | Satin Nickel Exterior handle matches the door’s exterior color. Interior handle matches the door’s interior color. Dark bronze exterior and white interior shown.Bold name denotes finish shown. ACCESSORIES Sold Separately HARDWARE Auxiliary Foot Lock Provides an extra measure of security when the door is in a locked position. Available in colors that coordinate with the interior. GRILLES Grilles are available in a variety of configurations. See page 13 for details. INSECT SCREENS Insect screens have charcoal gray fiberglass screen mesh. The latch mechanism is contained within the insect screen handle for easy operation. Frames are available in colors to match the door exterior. SIDELIGHTS & TRANSOMS Patio door sidelights and transoms are available. See pages 95-96. Antique Brass Bright Brass Black Satin Nickel AFTON HARDWARE FINISHES Finishes shown are for Afton hardware only. Exterior Interior TULSA AFTON Exterior Standard Handle Optional Handle Interior 92 PATIO DOORS ITEM 6, ATTACHMENT 3 Packet Pg. 248 Custom-size patio doors are available in 1 ⁄8" (3) increments. See page 98 for custom sizes and specifications. Arrow indicates direction of panel operation as viewed from the exterior. Details and grille patterns shown on page 94. To meet or exceed a clear opening width of 32" (813), select a door width that requires a rough opening width of 6'-6" (1981) or greater. • “Door Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. *Meets or exceed a 32" (813) clear opening width. x x 68 x x 611 x x 80 6' - 7 1/2" 6' - 8 " 71 1/4" 6' - 1 0 1/2" 6' - 1 1 " 74 1/4" 7' - 1 1 1/2" 8' - 0 " 87 1/4" Do o r D i m e n s i o n Un o b s t r u c t e d G l a s s Mi n i m u m Ro u g h O p e n i n g (2 0 1 9 ) (2 0 3 2 ) (18 1 0 ) (20 9 6 ) (2 1 0 8 ) (18 8 6 ) (2 4 2 6 ) (2 4 3 8 ) (22 1 6 ) 5068L 50611L 5080L 6068L 60611L 6080L 5068R 50611R 5080R 6068R 60611R 6080R 8068L* 80611L* 8080L* 8068R* 80611R* 8080R* Door Dimension Minimum Rough Opening Table of Gliding Patio Doors Sizes Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 24 1/8" 4'-11 1/4" 5'-0"6'-0" 5'-11 1/4" 30 1/8" 3 heights 24 1/8" 4'-11 1/4" 5'-0"6'-0" 5'-11 1/4" 30 1/8" 42 1/8" 7'-11 1/4" 8'-0" 42 1/8" 7'-11 1/4" 8'-0" 3 heights Door Dimension Minimum Rough Opening Unobstructed Glass (width of single panel only) (1505) (1524) (613) (1810) (1829) (765) (1505) (1524) (613) (1810) (1829) (765) (2419) (2438) (1070) (2419) (2438) (1070) Patio Door Heights Gliding Patio Door Opening and Area Specifications Door Number Clear Opening Area* Sq. Ft./(m2) Clear Opening in Full Open Position Glass Area Sq. Ft./(m2) Vent Area* Sq. Ft./(m2) Overall Door Area Sq. Ft./(m2)Width* Inches/(mm) Height Inches/(mm) 5068 12.38 (1.15) 23 1/2"(597) 75 7/8"(1927) 23.87 (2.22) 12.38 (1.15) 32.71 (3.04) 6068 15.54 (1.44) 29 1/2"(749) 75 7/8"(1927) 31.27 (2.91) 15.54 (1.44) 39.34 (3.65) 8068 21.87 (2.03) 41 1/2"(1054) 75 7/8"(1927) 43.14 (4.01) 21.87 (2.03) 52.59 (4.89) 50611 12.87 (1.20) 23 1/2"(597) 78 7/8"(2003) 52.79 (4.90) 12.87 (1.20) 33.95 (3.15) 60611 16.16 (1.50) 29 1/2"(749) 78 7/8"(2003) 32.58 (3.03) 16.16 (1.50) 40.82 (3.79) 80611 22.73 (2.11) 41 1/2"(1054) 78 7/8"(2003) 44.96 (4.18) 22.73 (2.11) 54.57 (5.07) 5080 14.99 (1.39) 23 1/2"(597) 91 7/8"(2334) 31.02 (2.88) 14.99 (1.39) 39.29 (3.65) 6080 18.82 (1.75) 29 1/2"(749) 91 7/8"(2334) 38.29 (3.56) 18.82 (1.75) 47.25 (4.39) 8080 26.48 (2.46) 41 1/2"(1054) 91 7/8"(2334) 52.83 (4.91) 26.48 (2.46) 63.17 (5.87) • Dimensions in parentheses are in millimeters or square meters. *For doors with Tulsa hardware only. Contact your Andersen supplier for doors with Afton hardware. 6068 L Door RoughOpening LeftGliding 6068 R Door RoughOpening RightGliding Order Designation Description Viewed from the exterior. 6068 L Door RoughOpening LeftGliding 6068 R Door RoughOpening RightGliding 93 10 0 S e r i e s G l i d i n g Pa t i o D o o r s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 249 Gliding Patio Door Details Scale 1 1 ⁄2" (38) = 1'-0" (305) — 1:8 Vertical Section Vertical Section Stucco Exterior Horizontal Section Stucco Exterior Horizontal Section Prairie A Colonial Fractional Short Gliding Patio Doors & Patio Door Sidelights Patio Door Transoms Grille Patterns 4" (1 0 2 ) Do o r D i m e n s i o n H e i g h t Mi n i m u m R o u g h O p e n i n g 1 3 ⁄8" (35) 5 1 ⁄8" (130) 4 1 ⁄ 8" (1 0 5 ) 1 ⁄2" (1 3 ) Un o b s t r u c t e d G l a s s 7 ⁄8" (2 2 ) 1 1 ⁄4" (3 2 ) Low-E Glass Insect Screen sill head 5 3 ⁄16" (132) 1 1 ⁄8" (2 9 ) 1 7⁄8" (48) 2 1 ⁄4" (57) 1 3 ⁄4" (44) Clear Opening 4" (1 0 2 ) Do o r D i m e n s i o n H e i g h t Mi n i m u m R o u g h O p e n i n g 1" (25) 5 1 ⁄8" (130) 4 1 ⁄8" (1 0 5 ) Un o b s t r u c t e d G l a s s 1 ⁄ 8" (3 ) 1 ⁄2" (1 3 ) 1 1 ⁄ 8" (2 9 ) 7⁄ 8" (2 2 ) 1 3 ⁄ 8" (3 5 ) 5 3 ⁄16" (132) Low-E Glass Insect Screen head sill head 1 7⁄8" (48) 2 1 ⁄4" (57) 1 3 ⁄4" (44) Clear Opening Low-E Glass Insect Screen (102)(102) Door Dimension Width Minimum Rough Opening 4"Unobstructed Glass1 3 ⁄8" (3 5 ) 5 1 ⁄ 8" (1 3 0 ) 3 ⁄8" (10) 3 ⁄8" (10) (73) 2 7⁄8"4"Unobstructed Glass jambjamb meeting stile active panelstationary panel 1 3 ⁄4" (44) Clear Opening Low-E Glass Insect Screen 3 ⁄8" (10) 1 ⁄8" (3)1 ⁄8" (3) 3 ⁄8" (10) 1" (2 5 ) 5 1 ⁄ 8" (1 3 0 ) (102)(102) Door Dimension Width Minimum Rough Opening 4"Unobstructed Glass (73) 2 7⁄8"4"Unobstructed Glass jambjambjambjamb meeting stile active panelstationary panel 1 3 ⁄4" (44) Clear Opening See page 97 for joining details. • Drip cap is required to complete door installation as shown but may not be included with the door. Use of drip cap is recommended for proper installation. • Minimum rough openings may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See installation information on page 110. • Details are for illustration only and are not intended to represent product installation methods or materials. Refer to product installation instructions at andersenwindows.com. • Dimensions in parentheses are in millimeters. 1 3/8" f l a n g e s e t b a c k 1" f l a n g e s e t b a c k w i t h s t u c c o k e y Number of lights and overall pattern varies with door size. Patterns shown may not be available for all sizes. Specified equal light and custom patterns are also available. For specified equal light, specify number of same-size rectangles across or down. For more information on divided light, see page 13 or visit andersenwindows.com/grilles. Custom Specied Equal Light Custom Specied Equal Light 94 GLIDING PATIO DOORS ITEM 6, ATTACHMENT 3 Packet Pg. 250 1313 1613 1316 1616 1320 1620 2013 2016 2020 2613 2616 2620 3013 3016 3020 4013 4016 4020 5013 5016 5020 6013 6016 6020 8013 8016 8020 1368 1668 13611 1380 16611 1680 2068 20611 2080 2668 26611 2680 3068 30611 3080 4068 40611 4080 Transom/Sidelight Dimension Minimum Rough Opening Table of Patio Door Transom and Sidelight Sizes Scale 1 ⁄8" (3) = 1'-0" (305) — 1:96 27 3/16" 2'-11 1/4" 3'-0" 39 3/16" 3'-11 1/4" 4'-0" 51 3/16" 4'-11 1/4" 5'-0"6'-0" 5'-11 1/4" 63 3/16" 9 3/16 " 1' - 5 1/4" 1' - 6 " 6 3/16 " 1' - 2 1/4" 1' - 3 " 15 1/16 " 1' - 1 1 1/4" 2' - 0 " 2'-5 1/4" 2'-6" 21 3/16"6 3/16" 1'-2 1/4" 1'-3" 15 3/16" 1'-11 1/4" 2'-0" 9 3/16" 1'-5 1/4" 1'-6" 87 3/16" 7'-11 1/4" 8'-0" 71 1/4" 6' - 7 1/2" 6' - 8 " 7' - 1 1 1/2" 8' - 0 " 87 1/4" 74 1/4" 6' - 1 0 1/2" 6' - 1 1 " CUSTOM WIDTHS — 14 1 ⁄4" to 47 1 ⁄4" CU S T O M H E I G H T S — 79 1 ⁄ 2" t o 95 1 ⁄ 2" Unobstructed Glass CU S T O M HE I G H T S — 14 1 ⁄4" t o 23 1 ⁄4" CUSTOM WIDTHS — 14 1 ⁄4" to 95 1 ⁄4" (895) (914) (691) (1200) (1219) (995) (1505) (1524) (1300) (1810) (1829) (1605) (43 8 ) (45 7 ) (23 3 ) (36 2 ) (3 8 1 ) (15 7 ) (59 1 ) (61 0 ) (38 6 ) (743) (762) (538) (362) (381) (157) (591) (610) (386) (438) (457) (233) (2419) (2438) (2215) (20 1 9 ) (20 3 2 ) (18 1 0 ) (24 2 6 ) (24 3 8 ) (22 1 6 ) (20 9 6 ) (21 0 8 ) (18 8 6 ) Patio Door Sidelight Area Specifications Sidelight Number Glass Area Sq. Ft./(m2) Overall Window Area Sq. Ft./(m2) 1368 3.06 (0.28) 7.87 (0.73) 13611 3.19 (0.30) 8.16 (0.76) 1380 3.75 (0.35) 9.45 (0.88) 1668 4.55 (0.42) 9.52 (0.88) 16611 4.74 (0.44) 9.88 (0.92) 1680 5.57 (0.52) 11.44 (1.06) 2068 7.51 (0.70) 12.84 (1.19) 20611 7.83 (0.73) 13.32 (1.24) 2080 9.20 (0.85) 15.42 (1.43) 2668 10.48 (0.97) 16.15 (1.50) 26611 10.92 (1.01) 16.76 (1.56) 2680 12.84 (1.19) 19.40 (1.80) 3068 13.45 (1.25) 19.46 (1.81) 30611 14.02 (1.30) 20.20 (1.88) 3080 16.47 (1.53) 23.38 (2.17) 4068 19.39 (1.80) 26.09 (2.42) 40611 20.21 (1.88) 27.07 (2.51) 4080 23.74 (2.21) 31.34 (2.91) • "Transom/Sidelight Dimension” always refers to outside frame-to-frame dimension. • “Minimum Rough Opening” dimensions may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See page 110 for more details. • Dimensions in parentheses are in millimeters. Custom-size doors are available in 1 ⁄8" (3) increments. See page 98 for custom sizes and specifications. Details shown on page 96. Grille patterns shown on page 94. Patio Door Transom Area Specifications Transom Number Glass Area Sq. Ft./(m2) Overall Window Area Sq. Ft./(m2) 1313 0.27 (0.03) 1.41 (0.13) 1316 0.40 (0.04) 1.71 (0.16) 1320 0.65 (0.06) 2.30 (0.21) 1613 0.40 (0.04) 1.71 (0.16) 1616 0.59 (0.05) 2.07 (0.19) 1620 0.97 (0.09) 2.79 (0.26) 2013 0.65 (0.06) 2.30 (0.21) 2016 0.97 (0.09) 2.79 (0.26) 2020 1.61 (0.15) 3.75 (0.35) 2613 0.91 (0.09) 2.90 (0.27) 2616 1.35 (0.13) 3.50 (0.33) 2620 2.24 (0.21) 4.72 (0.44) 3013 1.17 (0.11) 3.49 (0.32) 3016 1.74 (0.16) 4.22 (0.39) 3020 2.87 (0.27) 5.69 (0.53) 4013 1.69 (0.16) 4.68 (0.43) 4016 2.50 (0.23) 5.66 (0.53) 4020 4.13 (0.39) 7.63 (0.71) • Dimensions in parentheses are in square meters. Patio Door Transom Area Specifications Transom Number Glass Area Sq. Ft./(m2) Overall Window Area Sq. Ft./(m2) 5013 2.20 (0.20) 5.86 (0.55) 5016 3.27 (0.30) 7.10 (0.66) 5020 5.40 (0.50) 9.57 (0.89) 6013 2.72 (0.25) 7.05 (0.66) 6016 4.03 (0.38) 8.54 (0.79) 6020 6.67 (0.62) 11.50 (1.07) 8013 3.75 (0.35) 9.43 (0.88) 8016 5.56 (0.52) 11.41 (1.06) 8020 9.20 (0.85) 15.38 (1.43) • Dimensions in parentheses are in square meters. 95 10 0 S e r i e s P a t i o D o o r Side l i g h t s & T r a n s o m s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 251 Patio Door Sidelight and Transom Details Scale 1 1 ⁄2" (38) = 1'-0" (305) — 1:8 Vertical Section Patio Door Sidelight Vertical Section Patio Door Sidelight – Stucco Exterior Horizontal Section Patio Door Sidelight/Transom – Stucco Exterior Horizontal Section Patio Door Sidelight/Transom Vertical Section Patio Door Transom Vertical Section Patio Door Transom – Stucco Exterior 4" (1 0 2 ) Si d e l i g h t D i m e n s i o n H e i g h t Mi n i m u m R o u g h O p e n i n g 1 3 ⁄8" (35) 5 1 ⁄8" (130) 4 1 ⁄ 8" (1 0 5 ) 1 ⁄ 2" (1 3 ) Un o b s t r u c t e d G l a s s Low-E Glass sill head 5 3 ⁄16" (132) 2 1 ⁄4" (57) 1 3 ⁄4" (44) 1 7 ⁄8" (48) 4" (1 0 2 ) Si d e l i g h t D i m e n s i o n H e i g h t Mi n i m u m R o u g h O p e n i n g 4 1 ⁄8" (1 0 5 ) 1 ⁄ 2" (1 3 ) Un o b s t r u c t e d G l a s s 1 ⁄ 8" (3 ) 1" (25) 5 1 ⁄8" (130) 5 3 ⁄16" (132) Low-E Glass head sill head 1 7⁄8" (48) 2 1 ⁄4" (57) 1 3 ⁄4" (44) 4" (1 0 2 ) Tr a n s o m D i m e n s i o n H e i g h t Mi n i m u m R o u g h O p e n i n g Un o b s t r . Gl a s s 1 3 ⁄8" (35) 5 1 ⁄8" (130) 3 ⁄ 8" (1 0 ) 4" (1 0 2 ) 3 ⁄ 8" (1 0 ) Low-E Glass sill head 1 7⁄8" (48) 1 3 ⁄4" (44) 4" (1 0 2 ) Tr a n s o m D i m e n s i o n H e i g h t Mi n i m u m R o u g h O p e n i n g Un o b s t r . Gl a s s 1" (25) 5 1 ⁄8" (130) 3 ⁄ 8" (1 0 ) 4" (1 0 2 ) 3 ⁄ 8" (1 0 ) 1 ⁄ 8" (3 ) 1 ⁄ 8" (3 ) Low-E Glass sill head 1 7⁄8" (48) 1 3 ⁄4" (44) (102)(102) Window Dimension Width Minimum Rough Opening 4"Unobstr. Glass 4" 3 ⁄8" (10) 1 ⁄8" (3)1 ⁄8" (3) 3 ⁄8" (10) 1" (2 5 ) 5 1 ⁄ 8" (1 3 0 ) jambjamb 1 3 ⁄4" (44) (102)(102) Window Dimension Width Minimum Rough Opening 4"Unobstr. Glass1 3 ⁄8" (3 5 ) 5 1 ⁄ 8" (1 3 0 ) 3 ⁄8" (10) 3 ⁄8" (10) 4"jambjamb 1 3 ⁄4" (44) See page 97 for joining details. • Drip cap is required to complete sidelight and transom installation as shown, but may not be included with the sidelight and transom. Use of drip cap is recommended for proper installation. • Minimum rough openings may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See installation information on page 110. • Details are for illustration only and are not intended to represent product installation methods or materials. Refer to product installation instructions at andersenwindows.com. • Dimensions in parentheses are in millimeters. 1 3/8" f l a n g e s e t b a c k 1" f l a n g e s e t b a c k w i t h s t u c c o k e y 96 PATIO DOOR SIDELIGHTS & TRANSOMS ITEM 6, ATTACHMENT 3 Packet Pg. 252 • Minimum rough openings may need to be increased to allow for use of building wraps, flashing, sill panning, brackets, fasteners or other items. See installation information on page 110. • Details are for illustration only and are not intended to represent product installation methods or materials. Refer to product installation instructions at andersenwindows.com. • Structural performance of any combination is only as high as the lowest structural performance of any individual unit or join in the combination. • Contact your Andersen supplier for information on meeting wind load requirements for patio door joined combinations. Patio Door Transom Over Patio Door Sidelight Patio Door Transom Over Gliding Patio Door Overall Transom/Door or Transom/Sidelight Dimension Height – Sum of individual transom/door or transom/sidelight heights plus 3 ⁄4" (19). Overall Minimum Rough Opening Height – Overall dimension height plus 1 ⁄2" (13). The addition of joining materials will affect the overall rough opening dimension. See page 110. Horizontal (stack) Joining Details Scale 11 ⁄2" (38) = 1'-0" (305) — 1:8 Vertical (ribbon) Joining Details Scale 11 ⁄2" (38) = 1'-0" (305) — 1:8 Patio Door Sidelight to Patio Door SidelightPatio Door Sidelight to Gliding Patio Door (Patio Door Operating Jamb) Patio Door Sidelight to Gliding Patio Door (Patio Door Stationary Jamb) Overall Door-Sidelight or Sidelight-Sidelight Dimension Width – Sum of individual door-sidelight or sidelight-sidelight widths plus 3 ⁄4" (19). Overall Minimum Rough Opening Width – Overall dimension width plus 3 ⁄4" (19). The addition of joining materials will affect the overall rough opening dimension. See page 110. (2 2 2 ) 8 3 ⁄4" 3 ⁄4" (1 9 ) (2 2 2 ) 8 3 ⁄4" 3 ⁄4" (19) (222) 8 3 ⁄4" 3 ⁄4" (19) (222) 8 3 ⁄4" 3 ⁄4" (19) (222) 8 3 ⁄4" For more information on joining, refer to the combination designs section starting on page 99. Patio Door Sidelight to Gliding Patio Door to Patio Door Sidelight (Patio Door Stationary Jamb – Patio Door Operating Jamb) Overall Sidelight-Door-Sidelight Dimension Width – Sum of individual sidelight-door-sidelight widths plus 1 1 ⁄2" (38). Overall Minimum Rough Opening Width – Overall dimension width plus 3 ⁄4" (19). The addition of joining materials will affect the overall rough opening dimension. See page 110. 3 ⁄4" (19) (222) 8 3 ⁄4" 3 ⁄4" (19) (222) 8 3 ⁄4" 97 100 S e r i e s P a t i o D o o r Joini n g D e t a i l s 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 253 Unobst. Glass Single-Panel Width = (door width ÷ 2) - 5.500" (140) Two-Panel Width = door width - 11.000" (279) Height = door height - 8.250" (210) Minimum R.O.Width = door width + 3/4" (19) Height = door height + 1/2" (13) Clear Opening Width = (door width ÷ 2) - 6.125" (156) Height = door height - 3.625" (92) CUSTOM WIDTHS CU S T O M H E I G H T S 14 1 ⁄4" (362) 47 1 ⁄4" (1200)to 79 1 ⁄ 2" (2 0 1 9 ) 95 1 ⁄ 2" (2 4 2 6 ) to CUSTOM WIDTHS CU S T O M H E I G H T S 59 1 ⁄4" (1505) 95 1 ⁄4" (2419)to 79 1 ⁄ 2" (2 0 1 9 ) 95 1 ⁄2" (2 4 2 6 ) to Unobst. Glass Width = sidelight width - 8.048" (204) Height = sidelight height - 8.048" (204) Minimum R.O.Width = sidelight width + 3/4" (19) Height = sidelight height + 1/2" (13) Unobst. Glass Width = transom width - 8.048" (204) Height = transom height - 8.048" (204) Minimum R.O.Width = transom width + 3/4" (19) Height = transom height + 3/4" (19) Gliding Patio Doors Patio Door Sidelights Patio Door Transoms CUSTOM WIDTHS CU S T O M H E I G H T S 14 1 ⁄4" (362) 95 1 ⁄4" (2419)to 14 1 ⁄ 4" (3 6 2 ) 23 1 ⁄ 4" (5 9 1 ) to Custom Sizes and Specification Formulas 100 Series custom-size patio doors and patio door sidelights and transoms are available in 1 ⁄8" (3) increments between minimum and maximum widths and heights shown. Some restrictions apply. To meet or exceed a clear opening width of 32" (813), select a custom-size door width that requires a rough opening width of 6'-6" (1981) or greater. • Clear Opening formulas provide dimensions for determining area available for egress. Vent opening, or area available for passage of air, is equal to clear opening. Minimum R.O. (minimum rough opening) formulas provide minimum rough opening width and height dimensions. Unobst. Glass (unobstructed glass) formulas provide dimensions for determining area available for passage of light. • Dimensions in parentheses are in millimeters. 98 PATIO DOOR CUSTOM SIZES ITEM 6, ATTACHMENT 3 Packet Pg. 254 Combination Types Ribbons are horizontal window combinations (vertical joins) where opposite ends (head and sill) of individual windows are fastened to the building structure. Stacks are vertical window combinations (horizontal joins) where opposite sides (both side jambs) of individual windows are fastened to the building structure. One-way configurations or two-way configurations are used in combination designs. Stack CombinationRibbon Combination One-Way Two-way combinations exist when multiple vertical stacks and horizontal ribbons are joined together. Unlike one-way combinations, the adjacent sides (head and sill, or both side jambs) of individual units are not necessarily fastened directly to the building structure. Two-way combinations are joined with both vertical and horizontal joining material, and may require reinforced joining materials and brackets depending on the local building code requirement for design wind load (measured in pounds per square foot, psf). Two-Way Determining Design Wind Load Performance Proper combination design in conformance with local wind load requirements is vital to the success of your project. To make sure a combination is safe and that it complies with local building codes, the combination design wind load performance capacity must be determined. Correctly determining this performance capacity involves the following three steps: STEP 2: Determine Product Performance Compare product Design Pressure Rating data to the local building code (psf) requirement. This will show whether the individual units in a com bi na tion design are acceptable. STEP 3: Determine Combination Performance This step helps determine whether a given product, size, configuration and joining material type will meet the local building code design wind load requirement. To determine what joining material type to use (non-reinforced or reinforced), compare the local building code design wind load requirement to the design wind load table value for a particular joining material on the following pages. STEP 1: Determine Building Code Requirement Make sure you have the proper local codes and have identified specified compliance values. This calculated value (psf) will be used to determine if the combination will be ac cept able (STEP 3). Multiple Ribbon/Stack Combination Andersen® window and patio doors make it easy to create a wide variety of combination designs For a successful installation, designed to provide the required design pressure, it is important that Andersen joining materials and installation accessories be specified by a project architect or contractor. Andersen joining materials create a joining system that maintains the look of Andersen® products without sacrificing performance. Check with your Andersen supplier for more information. The addition of joining materials will affect the overall rough opening dimension. See page 110. Instruction guides are available at andersenwindows.com. Read and follow instruction guides in their entirety. Andersen Trim and End Caps — Interior trim is included with each joining kit for finishing the join on the interior. Exterior trim strip and trim strip end caps are included with each kit for finishing the exterior join. Materials vary depending on type of units being joined and wind load requirements. Non-reinforced joining materials are used to create alignment and positive joining between windows. Joining materials are not connected to the rough opening structure. Reinforced joining materials are used to create product alignment, positive joining and load transfer between the Andersen windows and doors and the rough opening. They provide added strength capable of withstanding a variety of wind load pressures. The structural performance of any combination is only as high as the lowest structural performance rating of any individual window or joining material in the combination. Please contact your Andersen supplier for specific performance and product recommendations. 99 Co m b i n a t i o n D e s i g n s , Pr o d u c t P e r f o r m a n c e & I n s t a l l a t i o n 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 255 psf(A + B) ÷ 2 = 4'-0" (1219)50 50 49 43 39 34 30 (A + B) ÷ 2 = 3'-6" (1067)50 50 50 47 42 38 33 (A + B) ÷ 2 = 3'-0" (914)50 50 50 50 47 43 38 (A + B) ÷ 2 = 2'-6" (762)50 50 50 50 50 50 45 (A + B) ÷ 2 = 2'-0" (610)50 50 50 50 50 50 50 C = (length of join) 5'-0" (1524) 5'-6" (1676) 6'-0" (1829) 6'-6" (1981) 7'-0" (2134) 7'-6" (2286) 8'-0" (2438) psf(A + B) ÷ 2 = 5'-0" (1524)50 50 45 39 35 31 28 (A + B) ÷ 2 = 4'-6" (1372)50 50 46 41 36 33 30 (A + B) ÷ 2 = 4'-0" (1219)50 50 49 43 39 35 32 (A + B) ÷ 2 = 3'-6" (1067)50 50 50 47 42 39 36 (A + B) ÷ 2 = 3'-0" (914)50 50 50 50 47 43 40 (A + B) ÷ 2 = 2'-6" (762)50 50 50 50 50 50 46 (A + B) ÷ 2 = 2'-0" (610)50 50 50 50 50 50 50 C = (length of join) 5'-0" (1524) 5'-6" (1676) 6'-0" (1829) 6'-6" (1981) 7'-0" (2134) 7'-6" (2286) 8'-0" (2438) psf (A + B) ÷ 2 = 6'-0" (1829)50 50 43 37 32 29 26 (A + B) ÷ 2 = 5'-6" (1676)50 50 44 38 33 30 27 (A + B) ÷ 2 = 5'-0" (1524)50 50 45 39 35 31 28 (A + B) ÷ 2 = 4'-6" (1372)50 50 46 41 36 33 30 (A + B) ÷ 2 = 4'-0" (1219)50 50 49 43 39 35 32 (A + B) ÷ 2 = 3'-6" (1067)50 50 50 47 42 39 36 (A + B) ÷ 2 = 3'-0" (914)50 50 50 50 47 43 40 (A + B) ÷ 2 = 2'-6" (762)50 50 50 50 50 50 46 (A + B) ÷ 2 = 2'-0" (610)50 50 50 50 50 50 50 C = (length of join) 5'-0" (1524) 5'-6" (1676) 6'-0" (1829) 6'-6" (1981) 7'-0" (2134) 7'-6" (2286) 8'-0" (2438) 1-Way Non-Reinforced Fiberglass Joining 100 Series Windows: Picture to Picture, Casement to Casement, Awning to Awning, Casement to Picture, Awning to Picture Applicable for flanged or flangeless installations into wood, metal, concrete or masonry. Av e r a g e A d j a c e n t W i n d o w D i m e n s i o n • Numerical values in charts represent structural pressure only. • Structural performance of any combination is only as high as the lowest structural performance of any individual unit or joining material in the combination. • Andersen® products must be installed and anchored properly according to joining and installation guides to meet rated structural performance. Refer to product joining and installation guides at andersenwindows.com. • Single transom windows use “picture” frame type. Integral transom windows use “single-hung” frame type. Combination performance should be determined accordingly. • Dimensions in parentheses are in millimeters. Av g . A d j . W i n d o w D i m . 1-Way Non-Reinforced Fiberglass Joining 100 Series Windows: Single-Hung to Picture, Gliding to Picture Applicable for flanged or flangeless installations into wood, metal, concrete or masonry. Av g . A d j a c e n t W i n d o w D i m . 1-Way Non-Reinforced Fiberglass Joining 100 Series Windows: Single-Hung to Single-Hung, Gliding to Gliding, Single-Hung to Casement, Single-Hung to Awning Applicable for flanged or flangeless installations into wood, metal, concrete or masonry. BA C BA C BA C 1/2" (13) x 3 1/4" (83) Fiberglass Joining Material 1/2" (13) x 3 1/4" (83) Fiberglass Joining Material 1/2" (13) x 3 1/4" (83) Fiberglass Joining Material 100 COMBINATION DESIGNS ITEM 6, ATTACHMENT 3 Packet Pg. 256 psf (A + B) ÷ 2 = 8'-0" (2438)50 50 50 50 50 50 50 50 50 50 50 (A + B) ÷ 2 = 7'-6" (2286)50 50 50 50 50 50 50 50 50 50 50 (A + B) ÷ 2 = 7'-0" (2134)50 50 50 50 50 50 50 50 50 50 50 (A + B) ÷ 2 = 6'-6" (1981)50 50 50 50 50 50 50 50 50 50 50 (A + B) ÷ 2 = 6'-0" (1829)50 50 50 50 50 50 50 50 50 50 50 50 50 (A + B) ÷ 2 = 5'-6" (1676)50 50 50 50 50 50 50 50 50 50 50 50 50 (A + B) ÷ 2 = 5'-0" (1524)50 50 50 50 50 50 50 50 50 50 50 50 50 (A + B) ÷ 2 = 4'-6" (1372)50 50 50 50 50 50 50 50 50 50 50 50 50 (A + B) ÷ 2 = 4'-0" (1219)50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 37 35 28 27 (A + B) ÷ 2 = 3'-9" (1372)50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 42 40 30 28 (A + B) ÷ 2 = 3'-6" (1067)50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 44 42 32 30 (A + B) ÷ 2 = 3'-0" (914)50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 48 36 34 (A + B) ÷ 2 = 2'-6" (762)50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 42 40 (A + B) ÷ 2 = 2'-0" (610)50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 (A + B) ÷ 2 = 1'-6" (457)50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 C = (length of join) 2'-0" (610) 2'-6" (762) 3'-0" (914) 3'-6" (1067) 4'-0" (1219) 4'-6" (1372) 5'-0" (1524) 5'-6" (1676) 6'-0" (1829) 6'-6" (1981) 7'-0" (2134) 7'-6" (2286) 8'-0" (2438) 8'-6" (2591) 9'-0" (2743) 9'-6" (2896) 10'-0" (3048) 10'-6" (3200) 11'-0" (3353) 11'-6" (3505) 12'-0" (3658) 1-Way Reinforced Fiberglass Joining 100 Series Windows: Casement, Awning, Picture, Single-Hung, Gliding Applicable for flanged or flangeless installations into wood, metal, concrete or masonry. Av e r a g e A d j a c e n t W i n d o w D i m e n s i o n psf (A + B) ÷ 2 = 6'-0" (1829)50 50 50 50 50 50 50 50 50 50 50 50 50 50 49 44 40 26 23 21 20 (A + B) ÷ 2 = 5'-6" (1676)50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 48 43 28 26 23 21 (A + B) ÷ 2 = 5'-0" (1524)50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 48 32 30 26 24 (A + B) ÷ 2 = 4'-6" (1372)50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 36 33 27 25 (A + B) ÷ 2 = 4'-0" (1219)50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 41 37 30 28 (A + B) ÷ 2 = 3'-9" (1372)50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 43 40 32 30 (A + B) ÷ 2 = 3'-6" (1067)50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 47 42 35 32 (A + B) ÷ 2 = 3'-0" (914)50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 40 37 (A + B) ÷ 2 = 2'-6" (762)50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 43 40 (A + B) ÷ 2 = 2'-0" (610)50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 (A + B) ÷ 2 = 1'-6" (457)50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 C = (length of join) 2'-0" (610) 2'-6" (762) 3'-0" (914) 3'-6" (1067) 4'-0" (1219) 4'-6" (1372) 5'-0" (1524) 5'-6" (1676) 6'-0" (1829) 6'-6" (1981) 7'-0" (2134) 7'-6" (2286) 8'-0" (2438) 8'-6" (2591) 9'-0" (2743) 9'-6" (2896) 10'-0" (3048) 10'-6" (3200) 11'-0" (3353) 11'-6" (3505) 12'-0" (3658) 2-Way Reinforced Fiberglass Joining* 100 Series Windows: Casement, Awning, Picture, Single-Hung, Gliding Applicable for flanged or flangeless installations into wood, metal, concrete or masonry. Av e r a g e A d j a c e n t W i n d o w D i m e n s i o n • Numerical values in charts represent structural pressure only. • Structural performance of any combination is only as high as the lowest structural performance of any individual unit or joining material in the combination. • Andersen® products must be installed and anchored properly according to joining and installation guides to meet rated structural performance. Refer to product joining and installation guides at andersenwindows.com. • Single transom windows use “picture” frame type. Integral transom windows use “single-hung” frame type. Combination performance should be determined accordingly. • Performance of 2-way combinations may be limited by non-reinforced joins 6' (1829) or greater in length. Verify performance of non-reinforced joins within 2-way combinations using the appropriate non-reinforced joining table. *All 2-way joining requires both non-reinforced and reinforced elements. Intersecting reinforced or non-reinforced joints are not available. • Dimensions in parentheses are in millimeters. C BA CB A A B C A B C 3/4" (19) x 5 1/8" (130) Fiberglass Joining Material For 4 9/16" (116) wall depths. Red lines represent reinforced joins. Blue lines represent non-reinforced joins. 8 ' M a x . (2 4 3 8 ) 1-Way LVL Joining 100 Series Patio Doors: Gliding Patio Doors, Patio Door Sidelights and Transoms Maximum design pressure 30 psf 3/4" (19) x 5 1/8" (130) Fiberglass Joining Material For 4 9/16" (116) wall depths. Field joining only. 101 Co m b i n a t i o n D e s i g n s , Pr o d u c t P e r f o r m a n c e & I n s t a l l a t i o n 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 257 Andersen® Product 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000 100 Series Casement Windows 1620 1650 2020 2050 2660 2626 2656 3056 3030 1626 1656 2026 2056 2630 3026 3060 3036 1630 1660 2030 2060 2636 3040 1636 2036 2620 2640 3046 1640 2040 3020 2646 3050 1646 2046 2650 100 Series Awning Windows 1616 2016 4016 2020 3020 2626 4026 3030 1620 2616 2026 3620 2630 3630 1626 3016 2030 4020 3026 4030 1630 3616 2620 3626 100 Series Single-Hung Windows 1620 1626 1666 3030 2036 2076 2640 2646 3646 3050 3056 3660 2020 1630 1670 3626 2040 2636 3040 2650 4046 3650 3060 3666 2620 1636 1676 3630 2046 3036 3640 2656 4050 3066 3670 3020 1640 2026 4026 2050 3636 4040 2660 3070 3676 3620 1646 2030 4030 2056 4036 2666 3076 4060 4020 1650 2626 2060 2670 3656 4066 1656 2630 2066 2676 4056 4070 1660 3026 2070 3046 4076 100 Series Gliding Windows – Active-Stationary or Stationary-Active 2010 2056 4016 2620 3020 3620 3626 4626 4030 4630 5630 5036 5636 6040 2016 2060 4610 2626 3026 4020 3630 5026 4036 4636 6030 5040 5640 6046 2020 2610 4616 2630 3030 4620 3636 5626 4040 4640 5046 5646 2026 2616 5010 2636 3036 5020 3640 6026 4046 4646 5050 5650 2030 3010 5016 2640 3040 5620 3646 4050 4650 5056 6036 2036 3016 5610 2646 3046 6020 3650 4056 4656 5656 6050 2040 3610 5616 2650 3050 3656 4060 4660 5660 6056 2046 3616 6010 2656 3056 3660 5030 6060 2050 4010 6016 2660 3060 4026 5060 100 Series Gliding Windows – Active-Stationary-Active 5016 6020 6036 8020 7040 8040 7640 8636 8646 9050 12056 10056 5020 6026 6040 8620 7046 7646 8640 8650 9056 12060 11060 5026 6030 6046 9020 7050 7650 9026 8656 9060 12036 5030 7016 6050 10020 7056 7656 9030 8660 10060 12040 5036 7616 6056 11020 7060 7660 9036 10030 11030 12046 5040 8016 6060 12020 7626 8046 9040 10036 11036 5046 8616 7020 7630 8050 9046 10040 11040 5050 9016 7026 7636 8056 10026 10046 11046 5056 10016 7030 8026 8060 11026 10050 11050 5060 11016 7036 8030 8626 12026 11056 12030 6016 12016 7620 8036 8630 12050 100 Series Picture, Transom and Specialty Windows 1010 5610 1616 2060 7016 2626 3030 3636 4040 5066 6646 1016 6010 1620 2066 7020 2630 3036 3640 4046 5070 6650 1020 6610 1626 2070 7616 2636 3040 3646 4050 5076 6656 1026 7010 1630 2076 7620 2640 3046 3650 4056 5080 6660 1030 7610 1636 2080 8016 2646 3050 3656 4060 5640 7040 1036 8010 1640 2616 8020 2650 3056 3660 4066 5646 7046 1040 1646 2620 2656 3060 3666 4070 5650 7050 1046 1650 3016 2660 3066 3670 4076 5656 7056 1050 1656 3020 2666 3070 3676 4080 5660 7060 1056 1660 3616 2670 3076 3680 4640 5666 7640 1060 1666 3620 2676 3080 4036 4646 5670 7646 1066 1670 4016 2680 3630 4636 4650 5676 7650 1070 1676 4020 3026 4030 5036 4656 5680 7656 1076 1680 4616 3626 4630 5636 4660 6040 7660 1080 2016 4620 4026 5030 6036 4666 6046 8040 1610 2020 5016 4626 5630 6636 4670 6050 8046 2010 2026 5020 5026 6030 7036 4676 6055 8050 2610 2030 5616 5626 6630 7636 4680 6060 8056 3010 2036 5620 6026 7030 8036 5040 6066 8060 3610 2040 6016 6626 7630 5046 6070 4010 2046 6020 7026 8030 5050 6076 4610 2050 6616 7626 5056 6080 5010 2056 6620 8026 5060 6640 100 Series Gliding Patio Doors 5068 6068 8068 50611 60611 80611 5080 6080 8080 100 Series Patio Door Sidelights 1368 1668 2068 2668 3068 4068 13611 16611 20611 26611 30611 40611 1380 1680 2080 2680 3080 4080 100 Series Patio Door Transoms 1313 2016 5013 2020 1316 2613 5016 2620 1320 2616 6013 3020 1613 3013 6016 4020 1616 3016 8013 5020 1620 4013 8016 6020 2013 4016 8020 • Deflection of glass will occur on units with larger glass areas. • Altitude limits for patio doors shown in two-panel configurations. These limits also qualify for same size panels used in single panel configurations. • Contact your Andersen supplier for altitude limits for custom-sized windows and doors. • For NFRC ratings of units with capillary breather tubes, visit andersenwindows.com. Andersen® 100 Series Window and Patio Door Altitude Limits The chart below gives the altitude limit in feet for 100 Series products in this catalog. If the installation of a given product is at an altitude greater than that shown in this chart, a capillary breather tube must be ordered. Be aware that the use of a capillary breather tube eliminates argon gas blend fill and will result in a slightly lower thermal performance (approximately 0.02 increase in window U-Factor). For NFRC certified total unit performance on units with capillary breather tubes for higher altitude applications, please visit andersenwindows.com/nfrc. The use of dual-pane insulating glass without capillary breather tubes at altitudes higher than its rating will result in severe glass distortion, increased glass breakage potential and a risk for seal failure. Smaller windows are most affected by altitude changes. An increase in altitude results in a decrease in atmospheric pressure. A sealed insulating glass unit attempts to combat this change by increasing its volume to reduce its pressure. One way to increase its volume is by glass deflection. A smaller window is stiffer and does not deflect as much as a larger window; therefore, it cannot relieve the pressure as readily. Thus, the load applied to the glass is greater, resulting in a greater risk for breakage. Another way the window tries to increase its volume is by increasing the edge area; i.e., the seal area. The increased pressure applied to the edge seal load for a smaller window is therefore greater, increasing the chance for seal failure. 102 PRODUCT PERFORMANCE ITEM 6, ATTACHMENT 3 Packet Pg. 258 HALLMARK CERTIFICATION The Window and Door Manufacturers Association (WDMA)-sponsored Hallmark Certification Program provides manufacturers with certification to the AAMA/WDMA/CSA 101/I.S.2/A440-11 Standard and is designed to provide builders, architects, specifiers and consumers with an easily recognizable means of identifying products that have been manufactured and tested in accordance with NAFS (AAMA/WDMA/CSA 101/I.S.2/A440) industry standards and other applicable performance standards. Conformance is determined by periodic in-plant inspections by a third-party administrator. Inspections include auditing licensee quality control procedures and processes, and a review to confirm products are manufactured in accordance with the appropriate performance standards. Periodic testing of representative product constructions and components by an independent testing laboratory is also required. When all of the program requirements are met, the licensee is authorized to use the WDMA Hallmark registered logo on their certification label as a means of identifying products and their performance ratings. Products successfully obtaining Hallmark Certification will be labeled with a three-part code, which includes performance class, performance grade and size tested. In addition to this mandatory requirement, you are allowed to list the design pressure on a separate line. (1) – Performance Class (2) – Performance Grade (3) – Size Tested (4) – Design Pressure In the example above, the performance class is LC, the performance grade (PG) is 40 pounds per square foot (psf) and the size tested is 71.5" x 71.5". What this means to the specifier is, based on the performance grade chart, the laboratory-tested air infiltration was less than 0.3 cfm/ft2 (test pressure is always 1.57 psf and the allowable airflow is 0.3 cfm/ft2), the product tested successfully resisted a laboratory water penetration test at a test pressure of 6.0 psf, the product tested successfully withstood a laboratory positive test pressure of 60 psf and a laboratory negative test pressure of 67 psf, and the product tested passed the laboratory requirements for operational force and forced-entry resistance. Based on this test, all products of the same design that are smaller than the tested size can be labeled with this product performance rating. IMPORTANT Building codes prescribe design pressure based on a variety of criteria (i.e., windspeed zone, building height, building type, job site exposure, etc.). Design pressures derived from Performance Grade (PG) test requirements should be used to determine compliance to building code required design pressures. Structural test pressures, which are tested at 1.5 times the design pressure, should not be used for determining design pressure code compliance. In the example above, a PG 40 performance grade rating, which passes a 40 psf design pressure, should be used for determining code compliance, not the structural test pressure of 60 psf. If you need further details about how Andersen® products perform to this standard, contact your Andersen supplier. If you need further information about the AAMA/WDMA/CSA 101/I.S.2/A440-11 standard or the Hallmark Certification Program, please contact: WDMA, 2001 K Street NW, 3rd Floor North, Washington, D.C. 20006. Phone: 202-367-1157 Website: wdma.com Where designated, Andersen products are tested, certified and labeled to the requirements of the Hallmark Certification Program. Actual performance may vary based on variations in manufacturing, shipping, installation, environmental conditions and conditions of use. Hallmark Certified www.wdma.com Andersen Corporation 100 SERIES CASEMENT WINDOW Manufacturer stipulates certification as indicated below. Class LC(1) – PG40(2) – Size Tested 71.5 x 71.5 in.(3) DP+40/-45(4) Class LC(1) – PG40(2) – Size Tested 71.5 x 71.5 in.(3) DP+40/-45(4) STANDARD RATING AAMA/WDMA/CSA 101/I.S.2/A440-11 AAMA/WDMA/CSA 101/I.S.2/A440-08 PERFORMANCE STANDARDS The Window and Door Manufacturers Association (WDMA), the American Architectural Manufacturers Association (AAMA) and the Canadian Standards Association (CSA) jointly release the North American Fenestration Standard/Specification for Windows, Doors and Skylights (NAFS-11) where “-11” refers to the most recent publication year of 2011. NAFS is also referred to as AAMA/WDMA/CSA 101/I.S.2/A440, which is how the International Code Council (ICC) lists this standard in the 2012, 2015 and 2018 International Residential Code (IRC) and International Building Code (IBC) as the means to indicate the window, door or skylights design pressure rating used to determine compliance to the job site design pressure requirements. A product only achieves a “Performance Grade” or “PG” rating when it complies with all of the NAFS performance requirements such as ease of operation, air infiltration resistance, resistance to water penetration and resistance to forced entry, etc. A “Design Pressure Rating” or “DP” rating only depicts the design and structural load performance. Performance Classes The NAFS Standard/Specification defines requirements for four performance classes. Performance classes are designated R, LC, CW and AW. This classification system provides for several levels of performance. Product selection is always based on the performance and building code requirements of the particular project. Performance Class/ Performance Grade Air Infiltration Test Pressure Maximum Allowable Air Infiltration/ Exfiltration Rate Water Penetration Resistance Test Pressure Design Pressure Structural Test Pressure R LC Pa psf L/s·m 2 cfm/ft2 Pa psf Pa psf Pa psf 15 - 75 1.57 1.5 0.30 140 2.92 720 15.04 1080 22.56 20 - 75 1.57 1.5 0.30 150 3.13 960 20.05 1440 30.08 25 25 75 1.57 1.5 0.30 180 3.76 1200 25.06 1800 37.59 30 30 75 1.57 1.5 0.30 220 4.59 1440 30.08 2160 45.11 35 35 75 1.57 1.5 0.30 260 5.43 1680 35.09 2520 52.63 40 40 75 1.57 1.5 0.30 290 6.06 1920 40.10 2880 60.15 45 45 75 1.57 1.5 0.30 330 6.89 2160 45.11 3240 67.67 50 50 75 1.57 1.5 0.30 360 7.52 2400 50.13 3600 75.19 55 55 75 1.57 1.5 0.30 400 8.35 2640 55.14 3960 82.71 60 60 75 1.57 1.5 0.30 440 9.19 2880 60.15 4320 90.23 65 65 75 1.57 1.5 0.30 470 9.82 3120 65.16 4680 97.74 70 70 75 1.57 1.5 0.30 510 10.65 3360 70.18 5040 105.26 75 75 75 1.57 1.5 0.30 540 11.28 3600 75.19 5400 112.78 80 80 75 1.57 1.5 0.30 580 12.11 3840 80.20 5760 120.30 85 85 75 1.57 1.5 0.30 580 12.11 4080 85.21 6120 127.82 90 90 75 1.57 1.5 0.30 580 12.11 4320 90.23 6480 135.34 95 95 75 1.57 1.5 0.30 580 12.11 4560 95.24 6840 142.86 100 100 75 1.57 1.5 0.30 580 12.11 4800 100.25 7200 150.38 Elements of Performance Grade (PG) Designations In order to qualify for a given performance grade (PG), test specimens need to pass all required performance tests for the following, in addition to all required auxiliary (durability) and applicable material/component tests (not shown here) for the applicable product type and desired performance class: (a) Operating force (if applicable): Maximum operating force varies by product type and performance class. (b) Air leakage resistance: Tested in accordance with ASTM E283 at a test pressure of 1.57 psf. Allowable air infiltration for R, LC and CW class designations is 0.3 cubic feet per minute per square foot of frame (cfm/ft2). (c) Water penetration resistance: Tested in accordance with ASTM E547 with the specified test pressure applied per NAFS-11. Test consists of four cycles. Each cycle consists of five minutes with pressure applied and one minute with the pressure released, during which the water spray is continuously applied. Water spray shall be uniformly applied at a constant rate of 5 U.S. gal/ft2 • hr. (d) Uniform load deflection test: Tested in accordance with ASTM E330 for both positive and negative pressure (pressure defined by NAFS-11) with the load maintained for a period of 10 seconds. The test specimen shall be evaluated for deflection during each load for permanent damage after each load and for any effects on the normal operation of the specimen. Starting with the 2008 version of NAFS, design pressure (DP) will only represent the “uniform load deflection test.” (e) Uniform load structural test: Tested in accordance with ASTM E330 for both positive and negative pressure (pressure defined by NAFS-11) with the load maintained for a period of 10 seconds. After loads are removed, there shall be no permanent deformation in excess of 0.4% of its span and no damage to the unit, which would make it inoperable. (f) Forced-entry resistance (if applicable): Tested in accordance with ASTM F588 (windows), F476 (swinging doors) and F842 (sliding doors) at a performance level 10 rating. Performance Grades (PG) and Corresponding Test Pressures (psf) 103 Co m b i n a t i o n D e s i g n s , Pr o d u c t P e r f o r m a n c e & I n s t a l l a t i o n 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 259 Performance Grade, Sound Transmission and Air Infiltration Ratings — 100 Series Windows and Patio Doors STANDARD GLASS STC UPGRADE GLASS Andersen® Product AAMA/WDMA/CSA 101/I.S.2/A440 Performance Grade (PG) +/- Corresponding Design Pressure (DP) Sound Transmission Class (STC) Outdoor/Indoor Transmission Class (OITC) Sound Transmission Class (STC) Outdoor/Indoor Transmission Class (OITC) Air Infiltration CFM/FT2 Casement Windows Single and Twin (venting/stationary)Class LC-PG40 Size Tested 71.5" x 71.5"40/45 30 25 33 28 < 0.2 Single and Twin, PG Upgrade (venting/stationary)Class LC-PG50 Size Tested 71.5" x 71.5" 50/50*30 25 33 28 < 0.2 Picture With Flanking Casements Class LC-PG40 Size Tested 143.5" x 71.5" 40/40 ----< 0.2 Picture With Flanking Casements, PG Upgrade Class LC-PG50 Size Tested 143.5" x 65.5" 50/50*----< 0.2 Awning Windows Single and Twin (venting/stationary)Class LC-PG40 Size Tested 47.5" x 95.5"40/45 30 25 33 28 < 0.2 Single and Twin, PG Upgrade (venting/stationary)Class LC-PG50 Size Tested 47.5" x 95.5" 50/50*30 25 33 28 < 0.2 Picture Over Awning Class LC-PG40 Size Tested 47.5" x 95.5"40/45 ----< 0.2 Picture Over Awning, PG Upgrade Class LC-PG50 Size Tested 47.5" x 95.5" 50/50*----< 0.2 Single-Hung Windows Arch Single-Hung Class LC-PG30 Size Tested 41.5" x 95.0"30/30 ----< 0.2 Arch Single-Hung, PG Upgrade Class LC-PG50 Size Tested 41.5" x 83.0" 50/50*----< 0.2 Single-Hung Class LC-PG30 Size Tested 47.5" x 89.5"30/30 28 23 32 26 < 0.2 Single-Hung, PG Upgrade Class LC-PG50 Size Tested 47.5" x 77.5" 50/50*28 23 32 26 < 0.2 Twin and Triple Single-Hung Class LC-PG30 Size Tested 143.5" x 71.5"30/30 ----< 0.2 Twin and Triple Single-Hung, PG Upgrade Class LC-PG50 Size Tested 143.5" x 65.5" 50/50*----< 0.2 Transom Over Single-Hung Class LC-PG30 Size Tested 47.5" x 95.5"30/30 ----< 0.2 Transom Over Single-Hung, PG Upgrade Class LC-PG50 Size Tested 47.5" x 95.5" 50/50*----< 0.2 Picture With Flanking Single-Hungs Class LC-PG30 Size Tested 143.5" x 71.5"30/30 ----< 0.2 Picture With Flanking Single-Hungs, PG Upgrade Class LC-PG50 Size Tested 143.5" x 59.5" 50/50*----< 0.2 Gliding Windows Gliding - Active-Stationary or Stationary-Active Class LC-PG30 Size Tested 71.5" x 71.5"30/30 28 23 32 27 < 0.2 Gliding, PG Upgrade - Active-Stationary or Stationary-Active Class LC-PG50 Size Tested 71.5" x 59.5" 50/50*28 23 32 27 < 0.2 Picture over Gliding - Active-Stationary or Stationary-Active Class LC-PG30 Size Tested 59.5" x 83.5"30/30 ----< 0.2 Gliding - Active-Stationary-Active Class LC-PG30 Size Tested 143.5" x 71.5"30/30 ----< 0.2 Gliding, PG Upgrade - Active-Stationary-Active Class LC-PG50 Size Tested 101.5" x 59.5" 50/50*----< 0.2 Picture over Gliding - Active-Stationary-Active Class LC-PG30 Size Tested 107.5" x 83.5"30/30 ----< 0.2 Picture, Transom & Specialty Windows Picture, Transom and Specialty Windows Class LC-PG40 Size Tested 95.5" x 84.3"40/40 29 24 32 27 < 0.2 Picture, Transom and Specialty Windows, PG Upgrade Class LC-PG50 Size Tested 95.5" x 71.5" 50/50*29 24 32 27 < 0.2 Gliding Patio Doors Class LC-PG30 Size Tested 95.3" x 95.5"30/30 28 23 29 26 < 0.2 Patio Door Sidelights Class LC-PG30 Size Tested 47.3" x 95.3"30/30 29 24 31 26 < 0.2 Patio Door Transoms Class LC-PG30 Size Tested 95.3" x 23.3"30/30 29 24 31 26 < 0.2 For current performance information, please visit andersenwindows.com. • “Performance Grade (PG)” ratings may vary from tested performance rating for larger or smaller units of a particular type. • “Sound Transmission Class (STC)” and “Outdoor/Indoor Transmission Class (OITC)” ratings are for individual units with 3 mm glass based on independent tests and represent entire unit. • This data is accurate as of January 2022. Due to ongoing product changes, updated test results, or new industry standards, this data may change over time. • Where designated, Andersen products are certified and labeled to the requirements of the Hallmark Certification Program. Actual performance may vary based on variations in manufacturing, shipping, installation, environmental conditions and conditions of use. • Contact your Andersen supplier for more information. *Available for select sizes. Contact your Andersen supplier. Andersen Product % Pre-Consumer Recycled Content 100 Series Windows & Patio Doors Casement Window 23% Awning Window 24% Single-Hung Window 20% Gliding Window 21% Picture Window 18% Gliding Patio Door 14% Patio Door Sidelight 18% Patio Door Transom 21% Andersen® Products Total Unit Recycled Content Percentages For current performance information, please visit andersenwindows.com. • “% Pre-Consumer Recycled Content” is calculated to meet ISO 14021 standards based on NFRC sizing. Actual recycled content dependent on product size. 104 PRODUCT PERFORMANCE ITEM 6, ATTACHMENT 3 Packet Pg. 260 • Based on NFRC testing/simulation conditions using Windows v7.4.6.0 and NFRC validated spectral data. 0°F outside temperature, 70°F inside temperature and a 15 mph wind. 1) Visible Transmittance (VT) measures how much light comes through the glass. The higher the value, from 0 to 1, the more daylight the glass lets in. Visible Transmittance is measured over the 380 to 760 nanometer portion of the solar spectrum. 2) Shading Coefficient (SC) defines the amount of heat gain through the glass compared to a single light of clear 1/8" (3) glass. 3) Solar Heat Gain Coefficient (SHGC) defines the fraction of solar radiation admitted through the glass directly transmitted, as well as absorbed and subsequently released inward. The lower the value, the less heat is transmitted through the product. 4) Relative Heat Gain (RHG) is the amount of heat gain through a glazing incorporating U-Factor and Solar Heat Gain Coefficient. 5) Transmission Ultra-Violet Energy (Tuv). The transmission of short-wave energy in the 300-380 nanometer portion of the solar spectrum. The energy can cause fabric fading. 6) Transmission Damage Function (Tdw). The transmission of UV and visible light energy in the 300-600 nanometer portion of the solar spectrum. The value includes both the UV and visible light energy that can cause fabric fading. This rating has also been referred to as the Krochmann Damage Function. This rating better predicts fading potential than UV transmission alone. The lower the Damage Function rating, the less transmission of short-wave energy through the glass that can potentially cause fabric fading. Fabric type is also a key component of fading potential. 7) Percent relative humidity before condensation occurs at the center of glass, taken using center of glass temperature. 8) Inside glass surface temperatures are taken at the center of glass. • This data is accurate as of January 2022. Due to ongoing product changes, updated test results or new industry standards, this data may change over time. Contact your Andersen supplier for current performance information or upgrade options. • Contact your Andersen supplier for center of glass performance data on windows with patterned glass, tempered glass and products ordered with capillary breather tubes. Center of Glass Performance Data — 100 Series Windows and Patio Doors For current performance information, please visit andersenwindows.com. Andersen® Product & Glass Type VT1 SC 2 SHGC 3 RHG 4 Fading %RH @ center7 IGST 8Tuv5Tdw6 Low-E Glass Casement, Awning, Single-Hung and Gliding Windows 72% 0.48 0.41 98.2 16% 33% 61% 55.7 Picture, Transom and Specialty Windows 72% 0.47 0.41 97.5 16% 33% 60% 55.3 Gliding Patio Doors 72% 0.47 0.41 97.5 16% 33% 60% 55.3 Patio Door Sidelights and Transoms 72% 0.47 0.41 97.5 16% 33% 60% 55.3 Low-E SmartSun™ Glass Casement, Awning, Single-Hung and Gliding Windows 65% 0.31 0.27 65.6 5% 21% 62% 56.1 Picture, Transom and Specialty Windows 65% 0.31 0.27 64.9 5% 21% 61% 55.7 Gliding Patio Doors 65% 0.31 0.27 64.9 5% 21% 61% 55.7 Patio Door Sidelights and Transoms 65% 0.31 0.27 64.9 5% 21% 61% 55.7 Low-E Sun Glass Casement, Awning, Single-Hung and Gliding Windows 40% 0.29 0.25 61.1 16% 24% 60% 55.4 Picture, Transom and Specialty Windows 40% 0.29 0.25 60.4 16% 24% 59% 55.0 Gliding Patio Doors 40% 0.29 0.25 60.4 16% 24% 59% 55.0 Patio Door Sidelights and Transoms 40% 0.29 0.25 60.4 16% 24% 59% 55.0 Low-E PassiveSun® Glass Casement, Awning, Single-Hung and Gliding Windows 79% 0.79 0.69 161.0 29% 42% 60% 55.1 Picture, Transom and Specialty Windows 79% 0.79 0.69 161.0 29% 42% 59% 54.7 Gliding Patio Doors 79% 0.79 0.69 161.0 29% 42% 59% 54.7 Patio Door Sidelights and Transoms 79% 0.79 0.69 161.0 29% 42% 59% 54.7 Clear Dual-Pane Glass Casement, Awning, Single-Hung and Gliding Windows 82% 0.89 0.78 186 58% 61% 39% 43.7 Picture, Transom and Specialty Windows 82% 0.89 0.78 186 58% 61% 39% 43.6 Gliding Patio Doors 82% 0.89 0.78 186 58% 61% 39% 43.6 Patio Door Sidelights and Transoms 82% 0.89 0.78 186 58% 61% 39% 43.6 Andersen Product High-Performance Dual-Pane Glass Type U-Factor 1 SHGC2 VT3 100 Series Casement Windows AND-N-84 2.2 mm glass Lo w - E Without Grilles 0.28 0.28 0.48 Simulated Divided Light Grilles 0.28 0.25 0.43 Finelight™ Grilles 0.28 0.25 0.43 Finelight With Exterior Applied Grilles 0.28 0.25 0.43 Full Divided Light Grilles 0.29 0.25 0.43 Lo w - E w/ H e a t L o c k ™Without Grilles 0.24 0.27 0.47 Simulated Divided Light Grilles 0.24 0.25 0.42 Finelight Grilles 0.24 0.25 0.42 Finelight With Exterior Applied Grilles 0.24 0.25 0.42 Full Divided Light Grilles 0.26 0.25 0.42 Lo w - E Sm a r t S u n ™ Without Grilles 0.27 0.18 0.43 Simulated Divided Light Grilles 0.27 0.17 0.39 Finelight Grilles 0.27 0.17 0.39 Finelight With Exterior Applied Grilles 0.27 0.17 0.39 Full Divided Light Grilles 0.28 0.17 0.39 Lo w - E Sm a r t S u n w/ H e a t L o c k Without Grilles 0.24 0.18 0.42 Simulated Divided Light Grilles 0.24 0.16 0.38 Finelight Grilles 0.24 0.16 0.38 Finelight With Exterior Applied Grilles 0.24 0.16 0.38 Full Divided Light Grilles 0.25 0.16 0.38 Lo w - E Su n Without Grilles 0.28 0.17 0.26 Simulated Divided Light Grilles 0.28 0.16 0.24 Finelight Grilles 0.28 0.16 0.24 Finelight With Exterior Applied Grilles 0.28 0.16 0.24 Full Divided Light Grilles 0.29 0.16 0.24 Lo w - E Pa s s i v e S u n ® Without Grilles 0.28 0.46 0.53 Simulated Divided Light Grilles 0.28 0.42 0.47 Finelight Grilles 0.28 0.42 0.47 Finelight With Exterior Applied Grilles 0.28 0.42 0.47 Full Divided Light Grilles 0.29 0.42 0.47 Cl e a r Du a l - P a n e Without Grilles 0.41 0.52 0.55 Simulated Divided Light Grilles 0.41 0.48 0.49 Finelight Grilles 0.41 0.48 0.49 Finelight With Exterior Applied Grilles 0.41 0.48 0.49 Full Divided Light Grilles 0.42 0.48 0.49 Andersen® NFRC Certified Total Unit Performance For current performance information, please visit andersenwindows.com. • This data is accurate as of January 2022. Due to ongoing product changes, updated test results, or new industry standards or requirements, this data may change over time. Ratings are for sizes specified by NFRC for testing and certification. Ratings may vary depending on use of tempered glass, different grille options, glass for high altitudes, etc. Andersen Product High-Performance Dual-Pane Glass Type U-Factor 1 SHGC2 VT3 100 Series Awning Windows AND-N-85 2.2 mm glass Lo w - E Without Grilles 0.28 0.28 0.48 Simulated Divided Light Grilles 0.28 0.25 0.43 Finelight™ Grilles 0.28 0.25 0.43 Finelight With Exterior Applied Grilles 0.28 0.25 0.43 Full Divided Light Grilles 0.29 0.25 0.43 Lo w - E w/ H e a t L o c k ™Without Grilles 0.25 0.27 0.47 Simulated Divided Light Grilles 0.25 0.25 0.42 Finelight Grilles 0.25 0.25 0.42 Finelight With Exterior Applied Grilles 0.25 0.25 0.42 Full Divided Light Grilles 0.26 0.25 0.42 Lo w - E Sm a r t S u n ™ Without Grilles 0.27 0.18 0.43 Simulated Divided Light Grilles 0.27 0.17 0.39 Finelight Grilles 0.27 0.17 0.39 Finelight With Exterior Applied Grilles 0.27 0.17 0.39 Full Divided Light Grilles 0.28 0.17 0.39 Lo w - E Sm a r t S u n w/ H e a t L o c k Without Grilles 0.24 0.18 0.42 Simulated Divided Light Grilles 0.24 0.16 0.38 Finelight Grilles 0.24 0.16 0.38 Finelight With Exterior Applied Grilles 0.24 0.16 0.38 Full Divided Light Grilles 0.26 0.16 0.38 Lo w - E Su n Without Grilles 0.28 0.17 0.26 Simulated Divided Light Grilles 0.28 0.16 0.24 Finelight Grilles 0.28 0.16 0.24 Finelight With Exterior Applied Grilles 0.28 0.16 0.24 Full Divided Light Grilles 0.29 0.16 0.24 Lo w - E Pa s s i v e S u n ® Without Grilles 0.28 0.46 0.53 Simulated Divided Light Grilles 0.28 0.42 0.47 Finelight Grilles 0.28 0.42 0.47 Finelight With Exterior Applied Grilles 0.28 0.42 0.47 Full Divided Light Grilles 0.29 0.42 0.47 Cl e a r Du a l - P a n e Without Grilles 0.42 0.52 0.55 Simulated Divided Light Grilles 0.42 0.48 0.49 Finelight Grilles 0.42 0.48 0.49 Finelight With Exterior Applied Grilles 0.42 0.48 0.49 Full Divided Light Grilles 0.42 0.48 0.49 continued on next page Refer to notes on page 106 for important information on performance data. 105 Combi n a t i o n D e s i g n s , Produ c t P e r f o r m a n c e & I n s t a l l a t i o n 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 261 (continued) Andersen Product High-Performance Dual-Pane Glass Type U-Factor 1 SHGC2 VT 3 100 Series Single-Hung Windows AND-N-80 2.2 mm glass Lo w - E Without Grilles 0.30 0.31 0.54 Simulated Divided Light Grilles 0.30 0.28 0.48 Finelight™ Grilles 0.30 0.28 0.48 Finelight With Exterior Applied Grilles 0.30 0.28 0.48 Full Divided Light Grilles 0.31 0.28 0.48 Lo w - E w/ H e a t L o c k ™Without Grilles 0.26 0.31 0.53 Simulated Divided Light Grilles 0.26 0.28 0.47 Finelight Grilles 0.26 0.28 0.47 Finelight With Exterior Applied Grilles 0.26 0.28 0.47 Full Divided Light Grilles 0.28 0.28 0.47 Lo w - E Sm a r t S u n ™ Without Grilles 0.29 0.21 0.49 Simulated Divided Light Grilles 0.29 0.19 0.43 Finelight Grilles 0.29 0.19 0.43 Finelight With Exterior Applied Grilles 0.29 0.19 0.43 Full Divided Light Grilles 0.31 0.19 0.43 Lo w - E Sm a r t S u n w/ H e a t L o c k Without Grilles 0.25 0.20 0.48 Simulated Divided Light Grilles 0.25 0.18 0.42 Finelight Grilles 0.25 0.18 0.42 Finelight With Exterior Applied Grilles 0.25 0.18 0.42 Full Divided Light Grilles 0.28 0.18 0.42 Lo w - E Su n Without Grilles 0.30 0.19 0.30 Simulated Divided Light Grilles 0.30 0.17 0.27 Finelight Grilles 0.30 0.17 0.27 Finelight With Exterior Applied Grilles 0.30 0.17 0.27 Full Divided Light Grilles 0.32 0.17 0.27 Lo w - E Pa s s i v e S u n ® Without Grilles 0.31 0.52 0.60 Simulated Divided Light Grilles 0.31 0.47 0.53 Finelight Grilles 0.31 0.47 0.53 Finelight With Exterior Applied Grilles 0.31 0.47 0.53 Full Divided Light Grilles 0.32 0.47 0.53 Cl e a r Du a l - P a n e Without Grilles 0.46 0.59 0.62 Simulated Divided Light Grilles 0.46 0.53 0.55 Finelight Grilles 0.46 0.53 0.55 Finelight With Exterior Applied Grilles 0.46 0.53 0.55 Full Divided Light Grilles 0.47 0.53 0.55 100 Series Gliding Windows AND-N-81 2.2 mm glass Lo w - E Without Grilles 0.30 0.31 0.54 Simulated Divided Light Grilles 0.30 0.28 0.48 Finelight™ Grilles 0.30 0.28 0.48 Finelight With Exterior Applied Grilles 0.30 0.28 0.48 Full Divided Light Grilles 0.31 0.28 0.48 Lo w - E w/ H e a t L o c k ™Without Grilles 0.26 0.31 0.53 Simulated Divided Light Grilles 0.26 0.28 0.47 Finelight Grilles 0.26 0.28 0.47 Finelight With Exterior Applied Grilles 0.26 0.28 0.47 Full Divided Light Grilles 0.28 0.28 0.47 Lo w - E Sm a r t S u n ™ Without Grilles 0.29 0.21 0.49 Simulated Divided Light Grilles 0.29 0.19 0.43 Finelight Grilles 0.29 0.19 0.43 Finelight With Exterior Applied Grilles 0.29 0.19 0.43 Full Divided Light Grilles 0.31 0.19 0.43 Lo w - E Sm a r t S u n w/ H e a t L o c k Without Grilles 0.26 0.20 0.48 Simulated Divided Light Grilles 0.26 0.18 0.42 Finelight Grilles 0.26 0.18 0.42 Finelight With Exterior Applied Grilles 0.26 0.18 0.42 Full Divided Light Grilles 0.28 0.18 0.42 Lo w - E Su n Without Grilles 0.30 0.19 0.30 Simulated Divided Light Grilles 0.30 0.17 0.27 Finelight Grilles 0.30 0.17 0.27 Finelight With Exterior Applied Grilles 0.30 0.17 0.27 Full Divided Light Grilles 0.32 0.17 0.27 Lo w - E Pa s s i v e S u n ® Without Grilles 0.31 0.52 0.60 Simulated Divided Light Grilles 0.31 0.47 0.53 Finelight Grilles 0.31 0.47 0.53 Finelight With Exterior Applied Grilles 0.31 0.47 0.53 Full Divided Light Grilles 0.32 0.47 0.53 Cl e a r Du a l - P a n e Without Grilles 0.46 0.59 0.62 Simulated Divided Light Grilles 0.46 0.53 0.55 Finelight Grilles 0.46 0.53 0.55 Finelight With Exterior Applied Grilles 0.46 0.53 0.55 Full Divided Light Grilles 0.47 0.53 0.55 Andersen® NFRC Certified Total Unit Performance For current performance information, please visit andersenwindows.com. Andersen Product High-Performance Dual-Pane Glass Type U-Factor 1 SHGC2 VT 3 100 Series Picture and Specialty Windows AND-N-82 3.0 mm glass Lo w - E Without Grilles 0.27 0.32 0.56 Simulated Divided Light Grilles 0.27 0.29 0.50 Finelight™ Grilles 0.27 0.29 0.50 Finelight With Exterior Applied Grilles 0.27 0.29 0.50 Full Divided Light Grilles 0.29 0.29 0.50 Lo w - E w/ H e a t L o c k ™Without Grilles 0.23 0.32 0.55 Simulated Divided Light Grilles 0.23 0.29 0.49 Finelight Grilles 0.23 0.29 0.49 Finelight With Exterior Applied Grilles 0.23 0.29 0.49 Full Divided Light Grilles 0.26 0.29 0.49 Lo w - E Sm a r t S u n ™ Without Grilles 0.27 0.22 0.50 Simulated Divided Light Grilles 0.27 0.20 0.45 Finelight Grilles 0.27 0.20 0.45 Finelight With Exterior Applied Grilles 0.27 0.20 0.45 Full Divided Light Grilles 0.29 0.20 0.45 Lo w - E Sm a r t S u n w/ H e a t L o c k Without Grilles 0.23 0.21 0.49 Simulated Divided Light Grilles 0.23 0.19 0.44 Finelight Grilles 0.23 0.19 0.44 Finelight With Exterior Applied Grilles 0.23 0.19 0.44 Full Divided Light Grilles 0.25 0.19 0.44 Lo w - E Su n Without Grilles 0.28 0.20 0.31 Simulated Divided Light Grilles 0.28 0.18 0.28 Finelight Grilles 0.28 0.18 0.28 Finelight With Exterior Applied Grilles 0.28 0.18 0.28 Full Divided Light Grilles 0.30 0.18 0.28 Lo w - E Pa s s i v e S u n ® Without Grilles 0.28 0.54 0.61 Simulated Divided Light Grilles 0.28 0.48 0.55 Finelight Grilles 0.28 0.48 0.55 Finelight With Exterior Applied Grilles 0.28 0.48 0.55 Full Divided Light Grilles 0.30 0.48 0.55 Cl e a r Du a l - P a n e Without Grilles 0.44 0.61 0.64 Simulated Divided Light Grilles 0.44 0.55 0.57 Finelight Grilles 0.44 0.55 0.57 Finelight With Exterior Applied Grilles 0.44 0.55 0.57 Full Divided Light Grilles 0.45 0.55 0.57 100 Series Transom Windows AND-N-83 3.0 mm glass Lo w - E Without Grilles 0.29 0.33 0.56 Simulated Divided Light Grilles 0.29 0.30 0.50 Finelight™ Grilles 0.29 0.30 0.50 Finelight With Exterior Applied Grilles 0.29 0.30 0.50 Full Divided Light Grilles 0.30 0.30 0.50 Lo w - E w/ H e a t L o c k ™Without Grilles 0.25 0.32 0.55 Simulated Divided Light Grilles 0.25 0.29 0.49 Finelight Grilles 0.25 0.29 0.49 Finelight With Exterior Applied Grilles 0.25 0.29 0.49 Full Divided Light Grilles 0.27 0.29 0.49 Lo w - E Sm a r t S u n ™ Without Grilles 0.28 0.22 0.50 Simulated Divided Light Grilles 0.28 0.20 0.45 Finelight Grilles 0.28 0.20 0.45 Finelight With Exterior Applied Grilles 0.28 0.20 0.45 Full Divided Light Grilles 0.30 0.20 0.45 Lo w - E Sm a r t S u n w/ H e a t L o c k Without Grilles 0.24 0.21 0.49 Simulated Divided Light Grilles 0.24 0.19 0.44 Finelight Grilles 0.24 0.19 0.44 Finelight With Exterior Applied Grilles 0.24 0.19 0.44 Full Divided Light Grilles 0.27 0.19 0.44 Lo w - E Su n Without Grilles 0.30 0.20 0.31 Simulated Divided Light Grilles 0.30 0.18 0.28 Finelight Grilles 0.30 0.18 0.28 Finelight With Exterior Applied Grilles 0.30 0.18 0.28 Full Divided Light Grilles 0.31 0.18 0.28 Lo w - E Pa s s i v e S u n ® Without Grilles 0.30 0.54 0.61 Simulated Divided Light Grilles 0.30 0.48 0.55 Finelight Grilles 0.30 0.48 0.55 Finelight With Exterior Applied Grilles 0.30 0.48 0.55 Full Divided Light Grilles 0.31 0.48 0.55 Cl e a r Du a l - P a n e Without Grilles 0.46 0.61 0.64 Simulated Divided Light Grilles 0.46 0.55 0.57 Finelight Grilles 0.46 0.55 0.57 Finelight With Exterior Applied Grilles 0.46 0.55 0.57 Full Divided Light Grilles 0.47 0.55 0.57 1) U-Factor defines the amount of heat loss through the total unit in BTU/hr-ft 2-°F. The lower the value, the less heat is lost through the entire product. Window values represent non-tempered glass. Use of tempered glass can increase U-Factor ratings. See andersenwindows.com/nfrc for specific performance values. Door values represent tempered glass. 2) Solar Heat Gain Coefficient (SHGC) defines the fraction of solar radiation admitted through the glass directly transmitted, as well as absorbed and subsequently released inward. The lower the value, the less heat is transmitted through the product. 3) Visible Transmittance (VT) measures how much light comes through a product (glass and frame). The higher the value, from 0 to 1, the more daylight the product lets in over the product’s total unit area. Visible Light Transmittance is measured over the 380 to 760 nanometer portion of the solar spectrum. • NFRC ratings are based on modeling by a third-party agency as validated by an independent test lab in compliance with NFRC program and procedural requirements. • This data is accurate as of January 2022. Due to ongoing product changes, updated test results, or new industry standards or requirements, this data may change over time. Ratings are for sizes specified by NFRC for testing and certification. Ratings may vary depending on unit size, use of tempered glass, different grille options, glass for high altitudes, etc. • Values are for single units with given pane thickness and 3/4" (19 mm) grilles for windows and 1" (25 mm) grilles for door products. continued on next page 106 PRODUCT PERFORMANCE ITEM 6, ATTACHMENT 3 Packet Pg. 262 Andersen Product High-Performance Dual-Pane Glass Type U-Factor 1 SHGC2 VT3 100 Series Gliding Patio Doors AND-N-100 3.1 mm glass Lo w - E Without Grilles 0.30 0.32 0.55 Simulated Divided Light Grilles 0.30 0.25 0.42 Finelight™ Grilles 0.30 0.29 0.48 Finelight With Exterior Applied Grilles 0.30 0.29 0.48 Full Divided Light Grilles 0.34 0.25 0.42 Lo w - E w/ H e a t L o c k ™Without Grilles 0.26 0.32 0.54 Simulated Divided Light Grilles 0.26 0.25 0.41 Finelight Grilles 0.26 0.28 0.47 Finelight With Exterior Applied Grilles 0.26 0.28 0.47 Full Divided Light Grilles 0.32 0.25 0.41 Lo w - E Sm a r t S u n ™ Without Grilles 0.29 0.21 0.50 Simulated Divided Light Grilles 0.29 0.17 0.38 Finelight Grilles 0.29 0.19 0.44 Finelight With Exterior Applied Grilles 0.29 0.19 0.44 Full Divided Light Grilles 0.34 0.17 0.38 Lo w - E Sm a r t S u n w/ H e a t L o c k Without Grilles 0.25 0.21 0.49 Simulated Divided Light Grilles 0.25 0.17 0.37 Finelight Grilles 0.25 0.19 0.43 Finelight With Exterior Applied Grilles 0.25 0.19 0.43 Full Divided Light Grilles 0.31 0.17 0.37 Lo w - E Su n Without Grilles 0.30 0.20 0.31 Simulated Divided Light Grilles 0.30 0.16 0.23 Finelight Grilles 0.30 0.16 0.23 Finelight With Exterior Applied Grilles 0.30 0.16 0.23 Full Divided Light Grilles 0.34 0.16 0.23 Lo w - E Pa s s i v e S u n ® Without Grilles 0.31 0.53 0.61 Simulated Divided Light Grilles 0.31 0.41 0.46 Finelight Grilles 0.31 0.41 0.46 Finelight With Exterior Applied Grilles 0.31 0.41 0.46 Full Divided Light Grilles 0.37 0.41 0.46 Cl e a r Du a l - P a n e Without Grilles 0.46 0.60 0.63 Simulated Divided Light Grilles 0.46 0.46 0.48 Finelight Grilles 0.46 0.53 0.55 Finelight With Exterior Applied Grilles 0.46 0.53 0.55 Full Divided Light Grilles 0.48 0.46 0.48 100 Series Patio Door Transoms AND-N-98 3.0 mm glass Lo w - E Without Grilles 0.32 0.25 0.43 Simulated Divided Light Grilles 0.32 0.20 0.34 Finelight™ Grilles 0.32 0.23 0.38 Finelight With Exterior Applied Grilles 0.32 0.23 0.38 Full Divided Light Grilles 0.34 0.20 0.34 Lo w - E w/ H e a t L o c k ™Without Grilles 0.29 0.25 0.42 Simulated Divided Light Grilles 0.29 0.20 0.33 Finelight Grilles 0.29 0.22 0.37 Finelight With Exterior Applied Grilles 0.29 0.22 0.37 Full Divided Light Grilles 0.32 0.20 0.33 Lo w - E Sm a r t S u n ™ Without Grilles 0.31 0.17 0.38 Simulated Divided Light Grilles 0.31 0.14 0.30 Finelight Grilles 0.31 0.15 0.34 Finelight With Exterior Applied Grilles 0.31 0.15 0.34 Full Divided Light Grilles 0.34 0.14 0.30 Lo w - E Sm a r t S u n w/ H e a t L o c k Without Grilles 0.28 0.17 0.37 Simulated Divided Light Grilles 0.28 0.14 0.30 Finelight Grilles 0.28 0.15 0.33 Finelight With Exterior Applied Grilles 0.28 0.15 0.33 Full Divided Light Grilles 0.32 0.14 0.30 Lo w - E Su n Without Grilles 0.32 0.16 0.24 Simulated Divided Light Grilles 0.32 0.13 0.19 Finelight Grilles 0.32 0.13 0.19 Finelight With Exterior Applied Grilles 0.32 0.13 0.19 Full Divided Light Grilles 0.34 0.13 0.19 Lo w - E Pa s s i v e S u n ® Without Grilles 0.32 0.41 0.47 Simulated Divided Light Grilles 0.32 0.33 0.37 Finelight Grilles 0.32 0.33 0.37 Finelight With Exterior Applied Grilles 0.32 0.33 0.37 Full Divided Light Grilles 0.36 0.33 0.37 Cl e a r Du a l - P a n e Without Grilles 0.45 0.47 0.49 Simulated Divided Light Grilles 0.45 0.38 0.38 Finelight Grilles 0.45 0.42 0.43 Finelight With Exterior Applied Grilles 0.45 0.42 0.43 Full Divided Light Grilles 0.45 0.38 0.38 Andersen Product High-Performance Dual-Pane Glass Type U-Factor 1 SHGC2 VT 3 100 Series Patio Door Sidelights AND-N-97 3.0 mm glass Lo w - E Without Grilles 0.31 0.25 0.42 Simulated Divided Light Grilles 0.31 0.20 0.33 Finelight™ Grilles 0.31 0.23 0.38 Finelight With Exterior Applied Grilles 0.31 0.23 0.38 Full Divided Light Grilles 0.34 0.20 0.33 Lo w - E w/ H e a t L o c k ™Without Grilles 0.28 0.25 0.41 Simulated Divided Light Grilles 0.28 0.20 0.33 Finelight Grilles 0.28 0.22 0.37 Finelight With Exterior Applied Grilles 0.28 0.22 0.37 Full Divided Light Grilles 0.32 0.20 0.33 Lo w - E Sm a r t S u n ™ Without Grilles 0.31 0.17 0.38 Simulated Divided Light Grilles 0.31 0.14 0.30 Finelight Grilles 0.31 0.15 0.34 Finelight With Exterior Applied Grilles 0.31 0.15 0.34 Full Divided Light Grilles 0.34 0.14 0.30 Lo w - E Sm a r t S u n w/ H e a t L o c k Without Grilles 0.28 0.16 0.37 Simulated Divided Light Grilles 0.28 0.14 0.29 Finelight Grilles 0.28 0.15 0.33 Finelight With Exterior Applied Grilles 0.28 0.15 0.33 Full Divided Light Grilles 0.32 0.14 0.29 Lo w - E Su n Without Grilles 0.32 0.16 0.24 Simulated Divided Light Grilles 0.32 0.13 0.19 Finelight Grilles 0.32 0.13 0.19 Finelight With Exterior Applied Grilles 0.32 0.13 0.19 Full Divided Light Grilles 0.34 0.13 0.19 Lo w - E Pa s s i v e S u n ® Without Grilles 0.32 0.41 0.47 Simulated Divided Light Grilles 0.32 0.33 0.37 Finelight Grilles 0.32 0.33 0.37 Finelight With Exterior Applied Grilles 0.32 0.33 0.37 Full Divided Light Grilles 0.36 0.33 0.37 Cl e a r Du a l - P a n e Without Grilles 0.44 0.47 0.49 Simulated Divided Light Grilles 0.44 0.37 0.38 Finelight Grilles 0.44 0.42 0.43 Finelight With Exterior Applied Grilles 0.44 0.42 0.43 Full Divided Light Grilles 0.45 0.37 0.38 Andersen® NFRC Certified Total Unit Performance For current performance information, please visit andersenwindows.com. 1) U-Factor defines the amount of heat loss through the total unit in BTU/hr-ft2-°F. The lower the value, the less heat is lost through the entire product. Window values represent non-tempered glass. Use of tempered glass can increase U-Factor ratings. See andersenwindows.com/nfrc for specific performance values. Door values represent tempered glass. 2) Solar Heat Gain Coefficient (SHGC) defines the fraction of solar radiation admitted through the glass directly transmitted, as well as absorbed and subsequently released inward. The lower the value, the less heat is transmitted through the product. 3) Visible Transmittance (VT) measures how much light comes through a product (glass and frame). The higher the value, from 0 to 1, the more daylight the product lets in over the product’s total unit area. Visible Light Transmittance is measured over the 380 to 760 nanometer portion of the solar spectrum. • NFRC ratings are based on modeling by a third-party agency as validated by an independent test lab in compliance with NFRC program and procedural requirements. • This data is accurate as of January 2022. Due to ongoing product changes, updated test results, or new industry standards or requirements, this data may change over time. Ratings are for sizes specified by NFRC for testing and certification. Ratings may vary depending on unit size, use of tempered glass, different grille options, glass for high altitudes, etc. • Values are for single units with given pane thickness and 3/4" (19 mm) grilles for windows and 1" (25 mm) grilles for door products. (continued) 107 Co m b i n a t i o n D e s i g n s , Pr o d u c t P e r f o r m a n c e & I n s t a l l a t i o n 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 263 100 Series Single Hung Window AND-N-80-02062-00001 Fibrex Composite Frame, Low-E SmartSun HeatLock with Argon Product Type: Single Hung 0.25 1.42 0.20 0.48 Licensee: 129-H-899 Andersen Corporation 100 Series Single-Hung Window Manufacturer stipulates Hallmark Certication as indicated below. STANDARD RATING Class LC-PG30 Size Tested 143.5" x 71.5"DP+30/-30 Class LC-PG30 Size Tested 143.5" x 71.5"DP+30/-30 Class LC-PG30 - 3645mm x 1816mmPositive/Negative Design Pressure (DP) = 1440 Pa/-1440 PaWater Penetration Resistance Test Pressure = 220 PaCanadian Air Infiltration/Exfiltration = A3 AAMA/WDMA/CSA 101/I.S.2/A440-11 AAMA/WDMA/CSA 101/I.S.2/A440-08 AAMA/WDMA/CSA 101/I.S.2/A440-08A440S1-09 FL 15906 Glazing: 2.2mm AN outer/2.2mm AN inner Hallmark Certied www.wdma.com Do not remove until nal code inspection. Save label for future reference. ENERGY STAR® Certified in Highlighted Regions Certifié ENERGY STAR dans les régions en surbrillance = Certied/Certi é DO NOT REMOVE UNTIL FINAL INSPECTION/NE PAS RETIRER AVANT L’INSPECTION FINALE ER/RE 18energystar.gc.ca energystar.gov Canada U.S. / É.U. DO NOT REMOVE UNTIL FINAL INSPECTION/NE PAS RETIRER AVANT L’INSPECTION FINALE = Certified/Certifié ENERGY STAR® Certified in Highlighted Regions Certifié ENERGY STAR dans les régions en surbrillance Meets or exceeds CEC & IECC Air Infiltration Requirements of 0.2 CFM/sq.ft. or lower. WDMA Hallmark Certification Program. Complies with HUD UM Bulletin No. 111. This product can expose you to chemicals includingtitanium dioxide, which is known in the state ofCalifornia to cause cancer, and methanol, which isknown to the state of California to cause birth defectsor other reproductive harm. For more information go to www.P65Warnings.ca.gov Solar Heat Gain Coefficient measures how well a product blocks heat caused by sunlight (the lower the number, the more it will help reduce the use of air conditioning and as a result, reduce electrical bills and energy use). U-Factor indicates how well a product prevents heat from escaping (the lower the number, the better). Visible Transmittance refers to how much visible light comes through a product (the closer to 1.0, the more light is transmitted). Performance Grade (PG) and Design Pressure (DP) Ratings About the NFRC The National Fenestration Rating Council (NFRC) is a nonpartisan coalition of professionals whose purpose is to provide fair, accurate and credible energy performance ratings for fenestration products. NFRC’s membership includes manufacturers, suppliers, designers, specifiers, utility companies, government agencies and other building industry representatives. Andersen Corporation is a founding member of the NFRC and continues to support its work by providing fair, accurate and credible energy performance ratings to consumers and the building industry. If you have any questions about the NFRC, its program or energy performance ratings, write them at: NFRC, 6305 Ivy Lane, Suite 410, Greenbelt, MD 20770. Phone: 301-589-1776 Website: nfrc.org About the Label Look for this certification label on every window and patio door you buy. The NFRC section was designed by the National Fenestration Rating Council to provide accurate information that helps you promote the energy efficiency of the homes you build. These ratings allow you – and your customers – to measure and compare the energy performance of similar products. If the product does not have this label, the NFRC has not verified its claims. • NFRC ratings are based on modeling by a third-party agency as validated by an independent test lab in compliance with NFRC program and procedural requirements. • “ENERGY STAR” is a registered trademark of the U.S. Environmental Protection Agency. ENERGY STAR® Climate Zone Map is based on U-Factor and solar heat gain coefficient criteria for specific ENERGY STAR climate zones within the United States and Canada. The shading of the map shows which climate zone(s) a particular product and glass type is ENERGY STAR certified in. Glass Construction used with this product type. Energy Rating (ER) represents “Energy Rating” and is a rating used in Canada for product comparison purposes (the higher the ER number, the more energy saved during the heating season). Test Standards WDMA Hallmark Certification verifies the performance ratings of this product were tested by an independent testing laboratory and verified by a third-party certification program. 108 PRODUCT PERFORMANCE ITEM 6, ATTACHMENT 3 Packet Pg. 264 Insert window shown with exterior frame extenders and sill extender in dark bronze. Optional accessories are available for the installation of Andersen® windows and patio doors. Keep instruction guidelines and safety information in mind when considering the installation and use of any Andersen product. For questions, contact your local Andersen supplier. FIBREX® TRIM BOARD Available in white, canvas, prairie grass, Sandtone, Terratone, cocoa bean, dark bronze, red rock, forest green, dove gray and black, this solid cellular Fibrex trim board can be cut or ripped to size, and can be fastened using nails or screws. 3 1⁄2" (89) x 3 ⁄4" (19) thick in 10' (3048) lengths. COLOR-MATCHED SEALANT Color-matched sealant is available in Andersen exterior colors. This high- quality sealant can be used during the installation of all Andersen products. VINYL CHANNELS Rigid vinyl “J” and “h” channels are available in white, Sandtone and Terratone. “J” and “h” channels are 1⁄2" (13) deep and come in 150" (3810) lengths. “J” channels are 3 ⁄4" (19) wide and “h” channels are 1" (25) wide. “H” channels are 3 ⁄4" (19) deep and come in 84" (2134) and 150" (3810) lengths. White “H” channels are 3 ⁄4" (19) wide. Sandtone and Terratone “H” channels are 1" (25) wide. DRIP CAP Heavy 24-gauge corrosion-resistant aluminum construction in two profiles to match frames. Available in white, canvas, Sandtone, Terratone, dark bronze, forest green and black in 6' (1829), 10' (3048) and 12'-7 1⁄2" (3848) lengths. AUXILIARY CASING Made of cellular Fibrex material. Available in white, canvas, Sandtone, Terratone, dark bronze, forest green and black. 1 3 ⁄16" (30) x 1 3 ⁄16" (30) thick in 150" (3810) lengths. COIL STOCK Andersen aluminum coil stock can be ordered in white, canvas, prairie grass, Sandtone, Terratone, cocoa bean, dark bronze, red rock, forest green, dove gray and black. Made from .018" thick aluminum, coil stock is available in 24" (610) x 50' (15240) rolls. Color- matched 1 1⁄4" (32)-long stainless steel trim nails are also available and can be ordered in 1 lb/454 kg boxes. INSTALLATION ACCESSORIES FOR INSERT WINDOWS INSTALLATION ACCESSORIES FOR WINDOWS & DOORS EXTERIOR SILL EXTENDER A sill extender fits into the exterior accessory kerf in the window frame to hide the gap between the new insert window and the existing window frame at the sill. Precut to fit a 14° sill slope, it can be cut to fit other slopes as needed. Available in all exterior colors. Shown in white. HEAD EXPANDER A head expander assists in filling the opening at the top of the window when doing an interior installation. Available in white. EXTERIOR FRAME EXTENDERS Frame extenders fit into the exterior accessory kerf in the frame to hide the gap around the sides and/or head between the new insert window and the existing window frame. Extenders can be cut to length as needed. Available in all exterior colors. Shown in dark bronze. Exterior frame and sill extenders are available in long lengths or can be ordered cut to approximate lengths for convenience at the job site. COIL STOCK Coil stock fits into the exterior accessory kerf in the window frame, then wraps the existing wood window trim. It can be cut and formed to profiles at the job site. Andersen aluminum coil stock can be ordered white, canvas, prairie grass, Sandtone, Terratone, cocoa bean, dark bronze, red rock, forest green, dove gray and black. Made from .018" thick aluminum, coil stock is available in 24" (610) x 50' (15240) rolls. Color- matched 1 1 ⁄4" (32) stainless steel trim nails are also available and can be ordered in 1 lb/.454 kg boxes. COLOR-MATCHED SEALANT Color-matched sealant is available in Andersen exterior colors and is specially formulated to adhere to Andersen products. FOAM BACKER ROD Available for installations, 3 ⁄8" (10) backer rod helps provide an air seal around the frame. Available in 100' (30480) rolls. SHIMS Flat self-hanging shims help with a secure installation. Available in boxes of 248 shims. 109 Co m b i n a t i o n D e s i g n s , Pr o d u c t P e r f o r m a n c e & I n s t a l l a t i o n 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 265 3 ⁄8" 1 ⁄4"1 ⁄4" 1 ⁄4" 3 ⁄16" 3 ⁄8" 1 ⁄4"1 ⁄4" 1 ⁄4" 3 ⁄16" ROUGH OPENINGS The purpose of a rough opening is to allow for proper spacing between the window or patio door unit and the building structure. The space is required for locating, leveling and squaring the unit during installation and to provide an area for insulation. A rough opening that is incorrectly sized may affect unit operation and may not allow for adequate fastening of the unit to the building structure. Andersen rough opening dimensions are provided as a guideline to help determine the minimum amount of space needed between the window or patio door and the building structure. See appropriate product sections for rough opening guidelines for each product. Keep in mind that rough opening dimensions may need to be altered from published guidelines, depending on installation methods, joining methods, replacement methods, etc. For example, flashing systems can reduce the amount of available rough opening space and should be factored in when calculating rough opening dimensions. The use of support or joining materials will encroach on the rough opening and may require additional rough opening space between the unit and the building structure, depending on the thickness of the flashing system and joining materials used. To facilitate drainage, the rough opening sill plate should never slope toward the interior. For challenging environments and other information, refer to EEBA’s (Energy and Environmental Building Association) Water Management Guide (eeba.org). IMPORTANCE OF PROPER INSTALLATION Proper installation and maintenance of Andersen products is essential to attain optimum performance and operation. Installation instructions that provide guidelines for proper installation are typically provided with Andersen products. They are also available by visiting andersenwindows.com. Remember that every installation is different, and Andersen strongly recommends consultation with the local supplier or an experienced contractor, architect or structural engineer prior to the installation of any Andersen product. The method of attachment for Andersen products, fastener selection and code compliance is the responsibility of the architect, building owner, contractor, installer and/or consumer. For more complete installation details, visit andersenwindows.com or see your Andersen supplier. GENERAL NOTES When ordering, make certain you specify, then verify, the exact product, unit dimensions, configuration requirements, color and options you desire on each window or patio door. Before installing the product, we suggest you verify that it includes the features and options you ordered. Visit andersenwindows.com for product installation and joining guides. Printing limitations prohibit exact color replication of products. View actual samples for building specifications. Andersen Corporation reserves the right to change details, specifications or sizes without notice. The customer assumes all risk of alterations made to Andersen products. Example of window unit installed using Andersen published minimum rough opening dimensions. Example of two units joined together with the use of gusset plates and pan head screws that will require additional rough opening space. Example of window sill flashing in a membrane drainage system. 110 INSTALLATION INFORMATION ITEM 6, ATTACHMENT 3 Packet Pg. 266 Dimensions in parentheses are in millimeters. CODES Appropriate selection of Andersen® products that conform to all applicable laws, ordinances, building codes and safety requirements is the sole responsibility of the architect, designer, building owner and/or contractor. Check with your local building code officials for specific information. Unit wind load, performance grade and energy performance information is provided on pages 99-108. For up-to-date product performance information, visit andersenwindows.com. The performance of any building system depends on the design and construction of the building system in its entirety, which should meet building code requirements, as well as address product and material limitations, and local environment and climate. DRIP CAPS Drip caps are a specific type of flashing or trim used at the head of a window or door to direct water from the drainage plane out beyond the face of the unit. FLASHING Flashing is an important element in a building’s water management system. It is used to shed and direct water to the building exterior or to the drainage plane. Flashing materials are typically applied starting from the bottom and working upward, with each successive layer overlapping the previous one in shingle fashion. Water infiltration problems in any type of building can be reduced by properly flashing and/or sealing around all building openings, including windows and doors. USE OF SHIMS Shims are used along the side jambs of windows and doors to center the unit in the rough opening and to position it plumb, level and square. In addition, shims are always required for windows under the sill at the side jambs to lift it off the rough opening sill plate. Shims also enable a straight frame for proper weatherstrip contact and unit operation. If not placed properly, unit performance and operation can be affected. Use waterproof shims capable of supporting the weight of the product. When using tapered shims, use them in pairs with the tapers opposing each other to avoid tilting the unit or twisting (rotating) of the jambs. SEALANTS Sealants are elastic materials used to block the passage of water and/or air while allowing movement between the two sides of the joint. A sealant should bond tightly, and be able to expand and contract to accommodate joint movement without cracking or tearing away from the substrate. Surfaces must be clean, dry and sound for adequate sealant adhesion. Choose a sealant that is compatible with, and that will adhere adequately to, all building materials used in the window and patio door area. Proper sealant joint design is based upon the expected movement of adjacent materials and the movement capability of the sealant. A general rule of thumb is that the depth of the sealant joint should be equal to half the width (D = W/2), but generally not less than 1 ⁄4" (6) or more than 1 ⁄2" (13). Foam-plastic backer rod can be used to limit the depth of the sealant joint, to provide a backstop for tooling the sealant without damage to the bond. It also acts as a bond breaker to help minimize stress in the sealant. Sealants should be maintained seasonally, and repaired and/or replaced as needed. GENERAL INSTALLATION GUIDELINES 1. Read and follow the installation guide in its entirety. 2. Decide whether you are integrating to a surface barrier or a membrane drainage system before installing the product. The appropriate method for your installation may vary based on building design, application and industry practices. 3. Make certain the drainage plane is continuous (proper overlaps to shed water, taped seams, etc.). 4. Andersen products should be installed only in the vertical position. 5. Check the rough opening to make sure it is sized properly, is square and is level. 6. Install the window or door plumb. 7. Install the window or door level. 8. Install the window or door square. Diagonal measurements should be within 1⁄8" (3). 9. Follow installation instructions to properly locate shims and to make sure that units are plumb, level and square. Shims are always required under the window jambs at the sill and along the jambs on the sides for windows and doors. 10. Check for squareness of unit before final anchoring of the product into the wall. 11. Anchor unit as directed with appropriate fasteners. 12. Integrate the window and door into the drainage plane of the wall using quality flashing and sealing materials. All flashing materials should be properly overlapped to shed water. 13. Allow 1⁄4" (6) minimum space for a sealant joint around perimeter of unit between exterior finish materials and unit. 14. Insulate and seal the interior cavity between the window or door frame and the rough opening. 15. Check operation before application of interior trim. EXTERIOR PAINTING/SEALING OF ANDERSEN® PRODUCTS The exterior of some Andersen products may be painted or stained. However, improper painting and staining may cause damage to vinyl, aluminum and other exterior materials. CAUTIONS 1. Do not apply any type of film to insulating glass. Thermal stress and glass damage can result. Andersen Corporation is not responsible for product performance when films are applied to Andersen products. 2. The use of removable insulating materials such as insulated window coverings, shutters and other shading devices may also cause thermal stress conditions and/or deformation of protective vinyl. In addition, excessive condensation may result, which can have a deteriorating effect on the window or door unit(s) involved. Andersen Corporation is not responsible for product performance when these kinds of materials or devices are applied to or used in conjunction with Andersen products. 3. In wall construction utilizing brick facades, leave adequate clearance between sill, jambs and brick for sealing and dimensional change of framework. 4. Acid solutions commonly used to wash brick and other masonry materials will damage glass, fasteners, hardware and metal flashing. Protect unit and follow cleaning product instructions carefully. Damage caused by acid solution is not covered under the Andersen limited warranty. 5. Andersen windows may be combined in almost unlimited ribbons or stacks if each unit is positively secured to structural elements on opposing sides and if the proper joining system is used. See page 99 for more information. SAFETY GLASS Unless specifically ordered, Andersen windows are not made with safety glass and, if broken, the glass could fragment, causing injury. Andersen windows may be ordered with tempered glass which may reduce the likelihood of injury when broken. All Andersen patio doors are made with tempered glass. Differences in appearance between tempered and non-tempered glass can be expected. Slight visual distortions may be noticeable and occur normally as a result of the tempering process. Building codes require safety glass in locations adjacent to or near doors and other locations. WINDOW AND PATIO DOOR SAFETY Windows may provide a secondary avenue of escape or rescue in an emergency, such as a fire. Every family should develop an escape plan and make sure family members know how to escape from the home in an emergency. In your plan, include two ways to escape from every room in case one way is blocked by fire or smoke, and make sure you have a designated meeting place outside. A window or a patio door is an alternate means of escape or rescue. Practice your plan until each member of the family understands it and is able to escape without assistance. Remember, you may not be able to reach children during a fire emergency. Teach children – even very young children – that they must escape from a fire in the home and never hide from the fire or from emergency personnel. LOOKOUT FOR KIDS® PROGRAM The Consumer Product Safety Commission has said: “Keep children away from open windows to prevent falls. Don’t depend on insect screens to keep the child from falling out of the window. They are designed to keep insects out, not children in. Avoid placing furniture near windows to keep children from climbing to a window seat or sill.” In an effort to educate consumers about the potential for child falls from windows, Andersen Corporation created the LookOut For Kids Program. It combines a window and door safety brochure and specific product instructions to help make window and door safety an important priority for consumers. For more information on child safety, write: Andersen Corporation LookOut For Kids Program 100 Fourth Avenue North Bayport, MN 55003 Call 800-313-8889 or email lofk@andersencorp.com 111 Co m b i n a t i o n D e s i g n s , Pr o d u c t P e r f o r m a n c e & I n s t a l l a t i o n 100 SERIES ITEM 6, ATTACHMENT 3 Packet Pg. 267 LEED V4 FOR BUILDING DESIGN AND CONSTRUCTION: NEW CONSTRUCTION AND MAJOR RENOVATIONS Integrative Process Credit: Energy & Atmosphere – Minimum energy performance prerequisite – Optimize energy performance credit – Renewable energy production credit – Green power and carbon offsets credit Materials & Resources – Construction and demolition waste management planning credit – Building product disclosure and optimization sourcing of raw materials credit – Construction and demolition waste management credit Indoor Environmental Quality – Minimum indoor air quality performance prerequisite – Minimum acoustic performance prerequisite – schools – Enhanced indoor air quality strategies credit – Low-emitting materials credit – Thermal comfort credit – Daylight credit – Quality views credit – Acoustic performance credit (option 2) LEED V4 FOR BUILDING DESIGN AND CONSTRUCTION: HOMES AND MULTI-FAMILY MIDRISES Energy & Atmosphere – Minimum energy performance prerequisite – Education of the homeowner, tenant or building prerequisite – Annual energy use credit – Building orientation for passive solar credit – Air infiltration credit – Windows credit Materials & Resources – Durability management prerequisite – Environmentally preferable products credit – Construction waste management credit Indoor Environmental Quality – Ventilation prerequisite – Low-emitting products credit ANSI ICC/ASHRAE 700-2015 NATIONAL GREEN BUILDING STANDARD NGBS section numbers are referenced in parentheses. Resource Efficiency – Prefinished materials (601.7) – Flashing (602.12) – Exterior doors, including storm doors (602.1.10) – Recycled construction materials (605.3) – Bio-based products (606.1) – Wood-based products (606.2) – Manufacturer’s environmental management system concepts (611.1) Energy Efficiency – Mandatory requirements (701.1) – Building thermal envelope air sealing (701.4.3.1) – Multi-family air leakage alternative (701.4.3.3) – Fenestration air leakage (701.4.3.4) – ICC IECC analysis (702.2.1) – Energy performance analysis (702.2.2) – UA improvement (703.2.1) – Fenestration (703.2.5) – Sun-tempered design (703.7.1) – Passive cooling design (703.7.3) – Passive solar heating design (703.7.4) Indoor Environmental Quality – Wood materials (901.4) – Interior architectural coatings (901.9) – Interior adhesives & sealants (901.9) – Operable windows & sliding glass doors (902.1.5) Energy Efficient – Homeowner’s manual (1001.1) – Building construction manual (1002.1) Andersen® windows and patio doors can make significant contributions to the success of sustainable design strategies As a charter member of the U.S. Green Building Council, we’re active supporters of certified green buildings. Our products can help customers in pursuing green building programs, such as Leadership in Energy and Environmental Design (LEED®), the National Green Building Standard, Green Globes, GreenStar and more. Below is an overview of how our products may assist project teams with pursuing LEED v4 or the NAHB National Green Building Standard rating systems. More detailed credit summaries, as well as information about how Andersen products can support earlier versions of LEED certification (e.g., LEED v3 or LEED 2008), are available at andersenwindows.com. 112 ITEM 6, ATTACHMENT 3 Packet Pg. 268 *Visit andersenwindows.com/warranty for details. All logos and marks are trademarks of their respective owners. WINDOW & DOOR MANUFACTURERS ASSOCIATIONWDMA THE ENVIRONMENT HAS A BUSINESS PARTNER Respect for the environment is nothing new at Andersen. For more than a century, it has been part of who we are. Our commitment to recycle and reclaim materials began simply because it was good business. Now it’s part of our broader commitment to sustainability and responsible stewardship of all of our resources. Andersen is committed to providing you with long-lasting,* energy-efficient windows and patio doors. Visit andersenwindows.com/sustainability for more information. Andersen Corporation is proud to be an ENERGY STAR® partner. For over 115 years, Andersen has built a reputation for environmental stewardship and energy-efficient products. In fact, Andersen has been part of the ENERGY STAR program since it started and was the first window manufacturer to be named an ENERGY STAR National Window Partner of the Year in 1999. Under U.S. Green Building Council (USGBC) guidelines, Andersen is able to claim a percentage of material in its Fibrex® product as pre-consumer recycled content. SCS Global Services (SCS) has certified this amount for Andersen. The Window & Door Manufacturers Association (WDMA) Hallmark Certification program includes product testing and quality-control process audits to verify that Andersen windows and doors are produced in conformance with the industry standards for air, water resistance and structural performance. Andersen® products are certified under the National Fenestration Rating Council (NFRC) voluntary third-party certification program designed to ensure accurate energy performance ratings and labeling. Andersen was the first window manufacturer to certify our products for indoor air quality, beginning in 2008. Our Indoor Advantage™ Gold certification by SCS Global Services (SCS) meets the rigorous high standards for healthier indoor air quality set by California Specification 01350. ITEM 6, ATTACHMENT 3 Packet Pg. 269 All trademarks where denoted are marks of their respective owners. ©2022 Andersen Corporation. All rights reserved. 02/22 Part #9045491 93 10 0 S e ri e s G l i d i n g Pa t i o D o o r s 15 10 0 S e ri e s W i n d o w Ov e r v i e w 95 10 0 S e ri e s P a t i o D o o r Si d e l i g h t s & T r a n s o m s 18 10 0 S er i e s C a s e m e n t & A w n i n g W i n d o w s 97 10 0 S e ri e s P a t i o D o o r Jo i n i n g D e t a i l s 30 10 0 S er i e s S i n g l e - H u n g Wi n d o w s 98 10 0 S e ri e s P a t i o D o o r Cu s t o m S i z e s 5210 0 S e r i e s G l i d i n g Wi n d o w s 99 Co m b i n a ti o n D e s i g n s , Pr o d u c t P e r f o r m a n c e & I n s t a l l a t i o n 66 10 0 S e ri e s P i c t u r e , Tr a n s o m & S p e c i a l t y Wi n d o w s 84 10 0 S e ri e s W i n d o w Jo i n i n g D e t a i l s 88 10 0 S e ri e s W i n d o w Cu s t o m S i z e s 91 10 0 S e ri e s P a t i o D o o r Ov e r v i e w ITEM 6, ATTACHMENT 3 Packet Pg. 270 ITEM 6, ATTACHMENT 3 Packet Pg. 271 Acrobat will display the bookmarks panel when you open the PDF. Bookmarks are the easiest way to find specific product information. Select a topic and that page will be displayed. You can also use the embedded links to navigate between sections. All links are underlined in blue. If you need to print a specific section, right click on that section within in the bookmarks panel and choose “Print Section”. Website links automatically open in your web browser. Welcome to an overview of the enhanced navigation tools available in this PDF. Here are some simple tips on PDF navigation. Before you begin be sure you are using the latest version of Adobe Acrobat Reader DC, available at – https://get.adobe.com/reader/ PDF NAVIGATION TIPS To watch a 3-minute tutorial on navigating catalog PDFs, go to:https://youtu.be/sWWnYn60N3Y BOOKMARK NAVIGATION 1 1 2 2 LINKS AND URL NAVIGATION ITEM 6, ATTACHMENT 3 Packet Pg. 272 To add a “Jump Back” Button to your tool bar. Right click on tool bar, select Show Page Navigation Tools and choose Show All Page Navigation Tools. Right and left facing arrows are added to the tool bar allowing you to go back or forward to the last page you viewed. You can also use the commenting tools. Add a post-it note with your comments or highlight important information. Be sure to save the file. Another helpful tool is the Loupe Tool . It allows you to zoom in on the page without having to increase the page size. To add a Loupe Tool to your tool bar, right click on tool bar, select Show Select & Zoom Tools and then choose Show All Select & Zoom Tools. Add additional navigation tools by adjusting the default settings in Acrobat. 1 3 2 TOOL BAR NAVIGATION We are always looking for ways to improve. Please send feedback to webmarketing@andersencorp.com. To watch a 3-minute tutorial on navigating catalog PDFs, go to: https://youtu.be/sWWnYn60N3Y PDF NAVIGATION TIPS Cont. ITEM 6, ATTACHMENT 3 Packet Pg. 273 FULL-LINE PRODUCT COLLECTION ,dVbANHATddTUYbVcdA A A 3DFNHWA3JIAL 2 | AlluraUSA.com ITEM 6, ATTACHMENT 3 Packet Pg. 275 Beyond the appeal of the products. For more than 75 years, Allura has been building its enviable reputation by Making the Material Difference — focusing on the things that make a real difference for our customers. We begin by providing service through a team of professionals dedicated to exceeding your expectations. We’re adamant about ensuring you get the right material in the right location at the right time. To do so, we offer a full line of building materials that deliver the distinctive look and unsurpassed performance you demand. Unlike wood, vinyl and other traditional building materials, Allura Fiber Cement products resist damage from hail or termite attacks, resist rot, are noncombustible, and are free from manufacturing defects. They are also suitable in both hot and cold climates and are fire resistant. What’s more, Allura products feature realistic wood grain and textures, come in an incredible array of colors and are paintable for unlimited design possibilities. When it comes to the natural look you want with none of the hassles, Allura fiber cement products are all you need. • Durable, engineered to endure harsh weather and high-wind climates • Noncombustible, Class A fire rating • Superior aesthetics • Factory pre-primed • Distinctive, more realistic textures • 30-year limited warranty • Best ROI for homeowners* for 8 years in a row * According to Remodeling Cost vs Value Report AlluraUSA.com | 3 Weather-resistantRot-resistantTermite-resistantImpact-resistant Noncombustible ,dVbANHATddTUYbVcdA A A 3DFNHWA3JIALN LAP SIDING 4 | AlluraUSA.com ,dVbANHATddTUYbVcdA A A 3DFNHWA3JIAL Combining the appearance and workability of wood with the durability of specially formulated fiber cement, Allura Lap Siding not only looks great but lasts considerably longer than traditional exterior wall cladding or vinyl siding. DESIGNER’S CORNER Our Traditional Cedar texture features a deep, realistic wood grain appearance for an unbeatable classic style, while the Smooth texture creates a cleaner, modern aesthetic. You can even customize your design utilizing our extensive range of widths. No matter the style, Allura Lap Siding has got yours covered. Traditional Cedar Smooth AVAILABLE TEXTURES * * 1¼" min. overlap with all Lap Siding. Check market availability, as products may vary. Thickness Width Length Exposure 5 ̸16"5¼"12'4" 5 ̸16"6¼"12'5" 5 ̸16""7¼"12’6" 5 ̸16"8¼"12’7" 5 ̸16"9¼"12’8" 5 ̸16"12"12’10¾” AlluraUSA.com | 5 Classic style. State-of- the-art performance. LAP SIDING* ,dVbANHATddTUYbVcdA A A 3DFNHWA3JIALO 12 | AlluraUSA.com TRIM ITEM 6, ATTACHMENT 3 Packet Pg. 279 Thanks to our special fiber cement formulation, Allura Trim has all the advantages of wood and none of the hassles. It looks like wood yet is incredibly durable. It won’t rot, warp or splinter and is designed to significantly outperform wood in every way. Best of all, there is no need for special tools on the job site. Our Trim can be cut with the same saw blades and installed with the same tools normally used for wood products. Why bother with wood? Trim provides the look and long-lasting protection you need to bring your home that all-important finishing touch. TRIM FEATURES • Available in reversible Cedar/Smooth board for added versatility • 15-year limited warranty DESIGNER’S CORNER Nothing brings the look of your home together quite like Allura Trim. Its clean lines, exceptional durability and paintability provide the ultimate in beauty and versatility. Allura Trim is the perfect finishing touch. Industry-leading 15-year Transferable Trim Limited Warranty All available in 12-ft. lengths *Check market availability, as products may vary. Tie it all together. AlluraUSA.com | 13 Nominal Width* Size Thickness 2" 3" 4" 5" 6" 8" 10" 12" 7̸16"7 ̸16" 4/4 ¾" 5/4 1" 8/4 1½" ,dVbANHATddTUYbVcdA A A 3DFNHWA3JIALO FULL-LINE PRODUCT COLLECTION ,dVbANHATddTUYbVcdA A A 3DFNHWA3JIALOK 2 | AlluraUSA.com ITEM 6, ATTACHMENT 3 Packet Pg. 282 Beyond the appeal of the products. For more than 75 years, Allura has been building its enviable reputation by Making the Material Difference — focusing on the things that make a real difference for our customers. We begin by providing service through a team of professionals dedicated to exceeding your expectations. We’re adamant about ensuring you get the right material in the right location at the right time. To do so, we offer a full line of building materials that deliver the distinctive look and unsurpassed performance you demand. Unlike wood, vinyl and other traditional building materials, Allura Fiber Cement products resist damage from hail or termite attacks, resist rot, are noncombustible, and are free from manufacturing defects. They are also suitable in both hot and cold climates and are fire resistant. What’s more, Allura products feature realistic wood grain and textures, come in an incredible array of colors and are paintable for unlimited design possibilities. When it comes to the natural look you want with none of the hassles, Allura fiber cement products are all you need. • Durable, engineered to endure harsh weather and high-wind climates • Noncombustible, Class A fire rating • Superior aesthetics • Factory pre-primed • Distinctive, more realistic textures • 30-year limited warranty • Best ROI for homeowners* for 8 years in a row * According to Remodeling Cost vs Value Report AlluraUSA.com | 3 Weather-resistantRot-resistantTermite-resistantImpact-resistant Noncombustible ,dVbANHATddTUYbVcdA A A 3DFNHWA3JIALO LAP SIDING 4 | AlluraUSA.com ,dVbANHATddTUYbVcdA A A 3DFNHWA3JIALO Combining the appearance and workability of wood with the durability of specially formulated fiber cement, Allura Lap Siding not only looks great but lasts considerably longer than traditional exterior wall cladding or vinyl siding. DESIGNER’S CORNER Our Traditional Cedar texture features a deep, realistic wood grain appearance for an unbeatable classic style, while the Smooth texture creates a cleaner, modern aesthetic. You can even customize your design utilizing our extensive range of widths. No matter the style, Allura Lap Siding has got yours covered. Traditional Cedar Smooth AVAILABLE TEXTURES * * 1¼" min. overlap with all Lap Siding. Check market availability, as products may vary. Thickness Width Length Exposure 5 ̸16"5¼"12'4" 5 ̸16"6¼"12'5" 5 ̸16""7¼"12’6" 5 ̸16"8¼"12’7" 5 ̸16"9¼"12’8" 5 ̸16"12"12’10¾” AlluraUSA.com | 5 Classic style. State-of- the-art performance. LAP SIDING* ,dVbANHATddTUYbVcdA A A 3DFNHWA3JIALOM 6 | AlluraUSA.com PANEL SIDING ,dVbANHATddTUYbVcdA A A 3DFNHWA3JIALON Designed for everything from sidewalls to overhead accents, Allura Panel Siding adds beautifully versatile — and exceedingly durable — distinction to your next project. TECHNICAL SPECIFICATIONS Traditional Cedar Smooth 8” OC Groove AVAILABLE TEXTURES * Thickness Width Length 5 ̸16"4'8' 5 ̸16"4'9' 5 ̸16"4'10’ 5 ̸16"4'12’ AlluraUSA.com | 7 Versatility that spans traditional to contemporary. * Check market availability, as products may vary. ,dVbANHATddTUYbVcdA A A 3DFNHWA3JIALO Random Square – Straight Edge Half Rounds Random Square – Staggered Edge Octagons 8 | AlluraUSA.com SHAKE ,dVbANHATddTUYbVcdA A A 3DFNHWA3JIALOO Replacing split or rotted wood shingles is a thing of the past thanks to Allura Shake. Featuring the natural beauty of cedar, our Shake provide the appearance of wood without the wear and tear, ideal for everything from small facades to large areas to full wall applications. What’s more, our Shake achieves the look of individual shingles in easy-to-install panels. To elevate the authenticity even further, opt for Allura Shake Select, the innovative interlocking 3-panel system that minimizes repeating patterns to deliver a truly random aesthetic. All of which deliver a lot of extra curb appeal without a lot of extra work. * Check market availability, as products may vary. AlluraUSA.com | 9 Allura Shake* Thickness Dimensions Exposure ¼" 16" x 48" 6" The undeniable allure of texture and detail. STAGGERED EDGE Thickness Dimensions Exposure ¼" 16" x 48" 7" ¼" 12" x 48" 5" STRAIGHT EDGE • Primed only • Two textures: Traditional Cedar & Combed Thickness Dimensions Exposure ¼" 16" x 48" 7" HALF ROUNDS & OCTAGON DESIGNER’S CORNER When it comes to creativity and versatility, Allura Shake is all you need to establish a look that’s all your own. Whether you prefer the classic Straight Edge look, the “randomness” of Staggered Edge or the decorative possibilities of our Half Round, Allura Shake makes your design ideas come alive. ,dVbANHATddTUYbVcdA A A 3DFNHWA3JIALO Random Square – Staggered EdgeRandom Square – Straight Edge 10 | AlluraUSA.com SHAKE SELECT ,dVbANHATddTUYbVcdA A A 3DFNHWA3JIAL It’s possible to achieve the look of handcrafted randomly placed shake shingle siding without actually installing individual shake shingles, one by one. Allura’s Shake Select siding achieves the truly distinctive look once only possible with individual cedar shingles with a fiber cement product that’s unsurpassed in its ability to stand up to the harshest weather, wood-devouring insects or whatever else Mother Nature throws its way. Half RoundsOctagons AlluraUSA.com | 11 Innovative design for random beauty. * Check market availability, as products may vary. Thickness Dimensions Exposure 5 ̸16" 16" x 48" 7" • Available in Straight Edge & Staggered Edge • Traditional Cedar texture • Available in Factory Prefinished & Primed Allura Shake Select* DESIGNER’S CORNER A repeating pattern is the last thing you want to see when standing on the curb looking at one of your finished homes. Allura has overcome this annoyance through an ingenious, one-of-a-kind system that utilizes a series of three distinct 4’ X 8’ panels and an intuitive installation sequence. With Allura Random Shake, installers can knock out 4’ X 8’ sections in a fraction of the time it would take to place individual shingles over that same surface area. Allura Shake Select is truly unique, delivering the look of old world craftsmanship in a beautiful new way. ,dVbANHATddTUYbVcdA A A 3DFNHWA3JIAL K 12 | AlluraUSA.com TRIM ITEM 6, ATTACHMENT 3 Packet Pg. 292 Thanks to our special fiber cement formulation, Allura Trim has all the advantages of wood and none of the hassles. It looks like wood yet is incredibly durable. It won’t rot, warp or splinter and is designed to significantly outperform wood in every way. Best of all, there is no need for special tools on the job site. Our Trim can be cut with the same saw blades and installed with the same tools normally used for wood products. Why bother with wood? Trim provides the look and long-lasting protection you need to bring your home that all-important finishing touch. TRIM FEATURES • Available in reversible Cedar/Smooth board for added versatility • 15-year limited warranty DESIGNER’S CORNER Nothing brings the look of your home together quite like Allura Trim. Its clean lines, exceptional durability and paintability provide the ultimate in beauty and versatility. Allura Trim is the perfect finishing touch. Industry-leading 15-year Transferable Trim Limited Warranty All available in 12-ft. lengths *Check market availability, as products may vary. Tie it all together. AlluraUSA.com | 13 Nominal Width* Size Thickness 2" 3" 4" 5" 6" 8" 10" 12" 7̸16"7 ̸16" 4/4 ¾" 5/4 1" 8/4 1½" ,dVbANHATddTUYbVcdA A A 3DFNHWA3JIAL 14 | AlluraUSA.com SOFFIT ,dVbANHATddTUYbVcdA A A 3DFNHWA3JIAL Available in both vented and non-vented styles, Allura Soffit Panels will neither warp nor rot. Unlike traditional wood, they are engineered to repel moisture, withstand any climate, and provide extensive protection around the home. Soffit helps equalize the roof temperature from top to bottom by supplying a consistent airflow along the entire underside of the roof deck. For outdoor ceiling applications, including porches and gazebos. Allura Fiber Cement Beadboard is perfect. Best of all, it’s weather-, rot- and fire-resistant. Raise your expectations for any outdoor ceiling with the aesthetics and durability of Allura Beadboard. Elevate the look and performance. EAVES SPECIFICATIONS Traditional Cedar Traditional Cedar Vented Beadboard (only available for Ceiling Soffit) Smooth Smooth Vented DESIGNER’S CORNER Whether you prefer Smooth or Cedar texture, Allura Soffit options allow you to ensure your home’s design style is consistent from every angle. * Check market availability, as products may vary. AVAILABLE TEXTURES * Type Thickness Width Length Vented/Non-Vented ¼" 24" 8' Vented/Non-Vented ¼" 24" 12' Vented/Non-Vented ¼" 16" 12' Vented/Non-Vented ¼" 12" 12' Type Thickness Width Length Non-Vented ¼" 4' 8' Beadboard 5/16" 4' 8' CEILING SPECIFICATIONS AlluraUSA.com | 15 ,dVbANHATddTUYbVcdA A A 3DFNHWA3JIAL M 16 | AlluraUSA.com PRE-FINISHED ,dVbANHATddTUYbVcdA A A 3DFNHWA3JIAL N Opt for pre-finished fiber cement siding to build in quality and durability. Unlike retail paint made from a clear base tinted with synthetic pigments, the paint formulated for fiber cement manufacturers uses natural color pigments, which are renowned for their superior durability, coverage, stability and resistance to fading. (Ancient cave drawings used natural pigments, and they haven’t disappeared after 30,000 years.) Pre-painted siding from Allura is guaranteed for 15 years — up to twice the durability of an on-site application. ALWAYS THE RIGHT CONDITIONS Paint will never apply with the same consistency and control on a vertical surface in outdoor conditions as it will in a cutting-edge painting facility. Not only is pre-painted siding application more consistent, but the coating is also thicker. Moisture can prevent paint adherence to virtually any substrate. For best results, painters should delay for 24-hours after any precipitation and should avoid application altogether within 4 hours before forecasted rain. Additionally, most paint labels recommend painting when the relative humidity is between 40-60%, but in many areas around the United States, the humidity almost never drops below 60%. When temperatures outside are too high or too low, painting the building’s siding is also problematic. To create a durable film, the air temperature must be over 35° and lower than 90°. But weather is never a problem in the factory, where painting conditions are perfect 365 days a year. DESIGNER’S CORNER Would you prefer to have a new car delivered with just the primer applied? Imagine trying to match that factory finish out in your driveway. When a product is finished in a controlled factory setting with specially formulated coatings, it delivers unrivaled results. It’s that simple. Build in more durability with pre-painted fiber cement. AlluraUSA.com | 17 ,dVbANHATddTUYbVcdA A A 3DFNHWA3JIAL The color samples shown here are as accurate as printing methods will permit. For a physical color card, a request form or to find a preferred dealer near you, please visit AlluraUSA.com. Unleash your imagination. 18 | AlluraUSA.com Allura’s proprietary Spectrum™ Finishing System not only ensures unparalleled protection against the elements, but also brings out your style in a gorgeous palette of eye-catching designer colors. But that’s only part of the story. Beneath our alluring Spectrum finish lies a strong precision process. Optimal defense is built in with our primer/sealer for premium weather protection and machine-applied coats of Spectrum color. With 25 solid colors available to choose from our Spectrum pre-painted collection, your homeowner can rest assured knowing they won't need to repaint for 15 years. We back this claim up with a 15-year warranty on all our pre-finished options. Or if you have a special request beyond our existing samples, you can create your own custom look with our Spectrum Plus™ curated collection. This offers a palette of beautiful colors reserved exclusively for your use in your market. Contact your Allura sales representative for more details on both of these customized programs to determine what best fits your needs. Pure White Alabaster Creamy Accessible Beige Macadamia Agreeable Gray Analytical Gray Pewter Tankard Morris Room Grey Virtual Taupe Anonymous Toile Red Olive Grove Gray Clouds Niebla Azul Downing Slate Gale Force Naval Urbane Bronze Black Fox Peppercorn Iron Ore Tricorn Black Connected Gray Evergreen Fog ,dVbANHATddTUYbVcdA A A 3DFNHWA3JIAL O We don’t just promise world-class service. We guarantee it. At Allura, we believe the building industry is first and foremost a service industry. We understand time is money and you deserve respectful, courteous and knowledgeable customer service. So you can always count on us for helpful technical support, customer service reps and managers who are eager to assist you with all your Allura fiber cement needs. ON-TIME SHIPMENTS We take pride in delivering full and on-time shipments. If for any reason your direct Allura order does not ship on your promised ship date, please contact Allura’s Customer Support immediately, so we can assist you. QUALITY PRODUCTS & PROTECTED INVESTMENT With over 75 years of experience, Allura provides a top-line fiber cement product using our advanced formulation and quality-control monitoring. Every piece of fiber cement product delivered from Allura will be palletized and wrapped to protect your investment. BACKED BY CONFIDENCE. Allura fiber cement siding products are backed by our 30-year Transferable Limited Product Warranty*. *Please review our Limited Transferable Warranty for specific details. Use of the product subjects you to a Limited Warranty and Arbitration Agreement. For a copy and further details, visit Allurausa.com/warranties. AlluraUSA.com | 19 ,dVbANHATddTUYbVcdA A A 3DFNHWA3JIAL BACKED BY CONFIDENCE. Allura fiber cement siding products are backed by our 30-year Transferable Limited Product Warranty*. *Please review our Limited Transferable Warranty for specific details. Use of the product subjects you to a Limited Warranty and Arbitration Agreement. For a copy and further details, visit Allurausa.com/warranties. AlluraUSA.com 396 West Greens Road, Suite 300 • Houston, Texas 77067 • (844) 4.ALLURA (844) 425.5872 © 12/21 Allura. Printed in U.S.A. Lap Siding Soffit Panel Siding Panel Shake Trim Beadboard Shake Select ,dVbANHATddTUYbVcdA A A 3DFNHWA3JIA We protect what matters most™ GAF shingles and roof accessories are made to work together. They provide a system that’s built to protect homes—so the people who live inside them can enjoy what matters most. The one-stop guide from North America’s largest roofing manufacturer Residential Reference Guide 415172_RESGN100-0223_Residential-Reference-Guide_US-ENGLISH_R2.indd 1 2/11/23 5:13 PM ITEM 6, ATTACHMENT 3 Packet Pg. 301 Tab le o f Con t ent s LRS Pages Technology Index 3 GAF Lifetime† Roofing System LRS 4–5 GAF Shingles 6–19 Timberline® Lifetime† Shingles Collection LRS Timberline HDZ® O 8 Timberline® UHDZ ™O 9 Timberline® NS O 10 Timberline® CS O 11 Designer Lifetime† Shingles® Collection LRS Grand Canyon®O 13 Camelot® II O 14 Grand Sequoia®O 14 Woodland®O 15 Slateline®O 15 SBS Modified IR Shingles Collection LRS Timberline® AS II O 16–17 Grand Sequoia® AS O 16–17 3-Tab Shingle Collection (Excluded from LRS) Royal Sovereign®18–19 Shingle Specifications Chart 20–21 GAF Roofing Accessories LRS 22–27 Leak Barriers O 23 Roof Deck Protection O 24 Starter Strip Shingles O 25 Cobra® Attic Ventilation O 26 Ridge Cap Shingles O 27 Other Products 28–31 Master Flow® Ventilation Products 28 WeatherSide™ Fiber-Cement Siding 29 ThermaCal® Building Envelope Insulation Panels 30 LIBERTY™ Self-Adhering Roofing System 31 2 415172_RESGN100-0223_Residential-Reference-Guide_US-ENGLISH_R2.indd 2 2/11/23 5:13 PM ,7(0$77$&+0(17 3DFNHW3J 3 2 1 4 ® Shi n gle s LR S 4 7 2 5 1 6 3 Timberline® UHDZ™ 1 23 4 Most Popular Colors: Barkwood OOOO Charcoal OOOO Pewter Gray OOOO Shakewood OOOO Slate OOOO Weathered Wood OOOO Timberline HDZ ® 1 234567 Most Popular Colors: Barkwood OOOOOOO Charcoal OOOOOOO Hickory OOOOOOO Hunter Green OOOOOOO Mission Brown OOOOOOO Pewter Gray OOOOO 1 OO Shakewood OOOOOOO Slate OOOOOOO Weathered Wood OOOOOOO Harvest Blend Colors: Appalachian Sky OOOO OO Nantucket Morning OOOO OO Golden Harvest OOOOOOO Cedar Falls OOOOOOO Regional Colors: Biscayne Blue O Birchwood2 O OOOO Copper Canyon2 O Driftwood OO Fox Hollow Gray OO Golden Amber1,2 O Oyster Gray OOO Patriot Red O Sunset Brick O White2 O Williamsburg Slate OO Color Availability 1 Limited availability. 2 Rated by the Cool Roof Rating Council (CRRC) and can be used to comply with 2019 Title 24, Part 6, Cool Roof Requirements of the California Code of Regulations. 4 7 415172_RESGN100-0223_Residential-Reference-Guide_US-ENGLISH_R2.indd 7 2/11/23 5:14 PM ,7(0$77$&+0(17 3DFNHW3J Ti mbe rli ne® Shi n gle s LRS 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. 8 4 Barkwood Driftwood Golden AmberPatriot Red Sunset Brick Biscayne Blue Oyster Gray Fox Hollow GrayBirchwood White Mission Brown Pewter GrayCharcoal ShakewoodHickory Slate Hunter Green Available regionally Williamsburg Slate For more details visit gaf.com/TimberlineHDZ 1 15-year WindProven™ limited wind warranty on GAF Shingles with LayerLock® Technology requires the use of GAF Starter Strips, Roof Deck Protection, Ridge Cap Shingles, and Leak Barrier or Attic Ventilation. See GAF Roofing 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. 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 † STAINGUARD ALGAE PROTECTION PLUS™ LIM I T E D W A R R A N T Y 25 1 Cedar Falls Golden Harvest Nantucket Morning Appalachian Sky Weathered Wood Copper Canyon 415172_RESGN100-0223_Residential-Reference-Guide_US-ENGLISH_R2.indd 8 2/11/23 5:15 PM ITEM 6, ATTACHMENT 3 Packet Pg. 304 ITEM 6, ATTACHMENT 4 3DFNHW 3J ITEM 6, ATTACHMENT 4 3DFNHW 3J 6 ITEM 6, ATTACHMENT 4 Packet Pg. 307 ITEM 6, ATTACHMENT 4 Packet Pg. 308 ITEM 6, ATTACHMENT 5 Packet Pg. 309 ITEM 6, ATTACHMENT 5 Packet Pg. 310 ITEM 6, ATTACHMENT 5 Packet Pg. 311 ITEM 6, ATTACHMENT 5 Packet Pg. 312 ITEM 6, ATTACHMENT 5 Packet Pg. 313 ITEM 6, ATTACHMENT 5 Packet Pg. 314 ITEM 6, ATTACHMENT 5 Packet Pg. 315 ITEM 6, ATTACHMENT 5 Packet Pg. 316 ITEM 6, ATTACHMENT 5 Packet Pg. 317 ITEM 6, ATTACHMENT 5 Packet Pg. 318 ITEM 6, ATTACHMENT 5 Packet Pg. 319 ITEM 6, ATTACHMENT 5 Packet Pg. 320 ITEM 6, ATTACHMENT 5 Packet Pg. 321 ITEM 6, ATTACHMENT 5 Packet Pg. 322 ITEM 6, ATTACHMENT 5 Packet Pg. 323 ITEM 6, ATTACHMENT 5 Packet Pg. 324 ITEM 6, ATTACHMENT 5 Packet Pg. 325 ITEM 6, ATTACHMENT 5 Packet Pg. 326 ITEM 6, ATTACHMENT 5 Packet Pg. 327 ITEM 6, ATTACHMENT 5 Packet Pg. 328 ITEM 6, ATTACHMENT 5 Packet Pg. 329 ITEM 6, ATTACHMENT 5 Packet Pg. 330 ITEM 6, ATTACHMENT 5 Packet Pg. 331 ITEM 6, ATTACHMENT 5 Packet Pg. 332 ITEM 6, ATTACHMENT 5 Packet Pg. 333 ITEM 6, ATTACHMENT 5 Packet Pg. 334 ITEM 6, ATTACHMENT 5 Packet Pg. 335 Headline Copy Goes Here Historic Preservation Planner Yani Jones 426 E. Oak St. (Hottel/Hoffman House & Ash Pit) – Carriage House Conceptual Landmark Design Review 5-15-2023 Headline Copy Goes Here 2 Location Map – 426 E. Oak St. 1925 Sanborn Map 1 2 ITEM 6, ATTACHMENT 6 Packet Pg. 336 Headline Copy Goes Here 3 Role of the HPC • Provide conceptual review of proposed new structure •Do the project concepts meet the Standards? •Where could improvements be made for final review? •If elements are inconsistent with the Standards, how can they be corrected? • Provide informative feedback for owner for future approval under Municipal Code 14, Article IV • If project information is sufficient and Commission is confident it meets the Standards, can proceed to final review in this meeting. Headline Copy Goes HereProperty Background 4 • City Landmark • Hottel/Hoffman House & Ash Pit designated January 2, 2001 • Architectural and Historical Significance •Italianate architecture •Association with Andrew Hottel and John Hoffman, both who contributed to the milling industry in Fort Collins • Also contributes to the Laurel School Historic District on the National Register of Historic Places (1980) 3 4 ITEM 6, ATTACHMENT 6 Packet Pg. 337 Headline Copy Goes HereProposed Project – Revision to Previously Approved Project 5 Demolition of non-contributing accessory building and construction of 746 square-foot, 1.5-story carriage house at rear (north) side of property. (possible future garage siting shown on site plan, but not within current scope) Non-contributing accessory building proposed for demo Site plans:Existing (left)Proposed (right) Headline Copy Goes Here 6 South (facing house) & North Elevations House rear (north) elevation South Elevation North Elevation 5 6 ITEM 6, ATTACHMENT 6 Packet Pg. 338 Headline Copy Goes Here 7 West & East Elevations West Elevation East Elevation House West Elevation Headline Copy Goes HereFloor Plan & Section 8 N 7 8 ITEM 6, ATTACHMENT 6 Packet Pg. 339 Headline Copy Goes Here 9 Additional 3D Drawings Headline Copy Goes HereMaterials 10 • Existing siding material is wood siding with4.5 - 5” reveal (below) • Proposed siding is a smooth cementatious siding with 6” reveal • Proposed roofing material is class 4 asphalt shingles in a gray color • Proposed window material Fibrex (composite) 9 10 ITEM 6, ATTACHMENT 6 Packet Pg. 340 Headline Copy Goes Here 11 Staff Analysis • Project shows consistency with SOI Standards for Rehabilitation. • Appears to be: • Compatible • Distinguishable • Reversible • Subordinate Headline Copy Goes Here 12 Work Session Questions or Requests for Information 1. Given that a version of this project was seen by the HPC previously, could a visual of the previously approved design be provided for comparison? Previously Approved Design • 914 sq. ft. • 1 story • Intersecting gables, hipped roof porches • Same materials Current Proposed Design • 746 sq. ft. • 1.5 story • Gabled roof, hipped roof porches • Same materials 11 12 ITEM 6, ATTACHMENT 6 Packet Pg. 341 Headline Copy Goes Here 13 Work Session Questions or Requests for Information 2. What is the size of the outbuilding proposed for demolition compared to the proposed new carriage house? •The non-contributing outbuilding proposed for demolition is approximately 350 sq. ft., based on an approximation from a GIS map 3. Can more information about the historic ash pit on site be provided? •The Hottel/Hoffman Ash Pit dates to c. 1890, the same period as the historic house on this property. It is a 3-ft high dome-shaped structure with a width of 4 feet. The ash pit is constructed of brickwork with a concrete lining. The eastern side of the ash pit has a square, 1x1 ft. opening, and the top of the dome has a round smoke vent. The interior of the ash pit contains ashes, and the interior bricks are coated in soot. It was included in the 2001 designation as a locally rare example of a once-common structure associated with domestic life; it is the only known example of this form of ash pit in Fort Collins. Headline Copy Goes Here 14 Suggested Questions for Discussion • Staff recommends that a condition of approval be that a Plan of Protection be submitted prior to building permit issuance to minimize risk to the ash pit when construction is occurring on site – Do you think that is necessary? 13 14 ITEM 6, ATTACHMENT 6 Packet Pg. 342 Headline Copy Goes Here 15 Role of the HPC • Provide conceptual review of proposed new structure •Do the project concepts meet the Standards? •Where could improvements be made for final review? •If elements are inconsistent with the Standards, how can they be corrected? • Provide informative feedback for owner for future approval under Municipal Code 14, Article IV • If project information is sufficient and Commission is confident it meets the Standards, can proceed to final review in this meeting. Headline Copy Goes Here Historic Preservation Planner Yani Jones 426 E. Oak St. (Hottel/Hoffman House & Ash Pit) – Carriage House Conceptual Landmark Design Review 5-15-2023 15 16 ITEM 6, ATTACHMENT 6 Packet Pg. 343