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HomeMy WebLinkAboutagenda.hpc.201906121 AGENDA ASPEN HISTORIC PRESERVATION COMMISSION June 12, 2019 4:30 PM, City Council Meeting Room 130 S Galena Street, Aspen I.SITE VISIT II.ROLL CALL III.MINUTES III.A.Draft Minutes of May 22nd, 2019 coa.hpc.min.052219.docx IV.PUBLIC COMMENTS V.COMMISSIONER MEMBER COMMENTS VI.DISCLOSURE OF CONFLICT OF INTEREST VII.PROJECT MONITORING VII.A.Project Monitor list PROJECT MONITORING.doc VIII.STAFF COMMENTS IX.CERTIFICATE OF NO NEGATIVE EFFECT ISSUED X.CALL UP REPORTS XI.SUBMIT PUBLIC NOTICE FOR AGENDA ITEMS XII.OLD BUSINESS XIII.NEW BUSINESS XIII.A.931 Gibson Avenue, Final Major Development - PUBLIC HEARING 931Gibson_Memo_FinalReview.pdf 931Gibson_ Resolution_Draft_FinalReview.pdf ExhibitA_HPGuidelinesCriteria_931Gibson.pdf 1 2 ExhibitB_ReferralComments.pdf ExhibitC_AdministrativeStreamMarginApproval.pdf ExhibitD_ConceptualDesignApproval.pdf ExhibitE_LandUseApplication.pdf XIV.ADJOURN Typical Proceeding Format for All Public Hearings 1)Conflicts of Interest (handled at beginning of agenda) 2) Provide proof of legal notice (affidavit of notice for PH) 3) Staff presentation 4) Board questions and clarifications of staff 5) Applicant presentation 6) Board questions and clarifications of applicant 7) Public comments 8)Board questions and clarifications relating to public comments 9) Close public comment portion of bearing 10) Staff rebuttal/clarification of evidence presented by applicant and public comment 11) Applicant rebuttal/clarification End of fact finding. Deliberation by the commission commences. No further interaction between commission and staff, applicant or public 12) Chairperson identified the issues to be discussed among commissioners. 13) Discussion between commissioners* 14) Motion* *Make sure the discussion and motion includes what criteria are met or not met. Revised April 2, 2014 2 1 REGULAR MEETING HISTORIC PRESERVATION COMMISSION MAY 22, 2019 Chairperson Greenwood opened the meeting at 4:36 p.m. Commissioners in attendance: Bob Blaich, Gretchen Greenwood, Scott Kendrick, Roger Moyer, Jeffrey Halferty, Kara Thompson. Absent were: Sheri Sanzone, Nora Berko and Richard Lai. Staff present: Nicole Henning, Deputy City Clerk Andrea Bryan, Assistant City Attorney Amy Simon, Historic Preservation Director Sarah Yoon, Historic Preservation Planner MINUTES: Mr. Halferty moved to approve the minutes of April 24th, Mr. Kendrick seconded. All in favor, motion carried. PUBLIC COMMENT: None. COMMISSIONER COMMENTS: Mr. Moyer said the idea of the copper gutters has come up several times and he has done some research and suggested using copper patina and feels it is appropriate. It’s long lasting and we should look into this. Ms. Simon said the guidelines specifically say not to use copper because that material was never used here in Aspen, so we have tried to steer away from it. Ms. Greenwood said it makes total sense to revisit this idea. DISCLOSURES: None. STAFF COMMENTS: Ms. Yoon said the Bauhaus Ball is coming up in June and it’s free to the public, so keep it on your radar. It’s June 6 th from 5:30 -10 pm at the Wheeler. Ms. Simon said that some of the middle school students painted some paintings and they are hanging on the fence outside of the Wheeler and they are super cute. It should be a fun event. Ms. Yoon mentioned I.M. Pei’s passing the previous week and said it’s an opportunity to look back at his work. His work extends back to the 60’s so that brings up some preservation talk. The NCAR building in Boulder is his work and very significant. Mr. Blaich said he met I.M. Pei early on when he was with Herman Miller. He didn’t know who he was but had an appointment to meet with him. He was a lone wolf working for Bill Zeckendorf at the time, in a room the size of a bathroom. After he did the museum in Syracuse, Mr. Blaich went to see him again, but this time, he was in a much bigger office. He remembered Mr. Blaich all of those years later and was a very warm and kind man. Ms. Simon said she sent out an evite for June 10 th with city council for the HPC awards. Mr. Blaich and Mr. Halferty are presenting. This will be the last meeting for Adam Frisch, Steve Skadron and Bert Myrin, so this will be nice for everyone to participate in. This past Monday night, council passed the HPC code amendments, all of which you have discussed,except at the end of the process, they became focused on removing the growth management affordable housing exemptions for historic properties. She will send out the ordinance and the summary to the board and this will go into effect on June 11 th. Ms. Simon said about a year ago, they started changing the format of the memos and they would like to find out if HPC thinks it is more helpful. This is more work for us and it’s making them longer, so we are wondering what you all think. Ms. Greenwood said she uses it to initially understand where staff is 3 2 REGULAR MEETING HISTORIC PRESERVATION COMMISSION MAY 22, 2019 coming from and to see what guidelines they have met, etc. because it’s still a complicated process, but it is helpful to understand where you guys are coming from. Mr. Moyer, Mr. Halferty and Ms. Thompson all agreed and said it’s very helpful. Ms. Simon said it’s a little bit tedious, but if you like it, we will continue doing it this way. CALL UPS: Ms. Simon said that city council upheld HPC’s decision on 105 E. Hallam, so you’ll be seeing that for final soon. CERTIFICATE OF NO NEGATIVE EFFECT: Ms. Yoon said there was a notice of approval issued for 409 E. Hyman, which is a non-contributing building in the historic district. The application was to rebuild an alley facing deck stairwell for NY Pizza because it became unsafe. 101 S Mill also had an HVAC system replaced in the view plane. Mr. Halferty asked Ms. Simon to discuss the view plane with the Wheeler Opera House. Ms. Simon said they replaced equipment a few years ago and it failed because they got a little ahead of themselves. The view plane rules are stricter now. They replaced a chiller and they have a few options to solve the problem and keep the equipment or they may end up in front of HPC asking for a variation. PROJECT MONITORING: Ms. Simon said she met with Mr. Halferty and the team from Hotel Aspen for some tweaks before they come in soon for a review. PUBLIC NOTICE: Ms. Simon gave the notice to Ms. Bryan and she said she will look it over. NEW BUSINESS:135 E. Cooper Amy Simon Ms. Simon said that everyone is very familiar with this property, mostly with the previous owner; Christy Farrer, who has sold it to someone new. This is a Victorian Queen Anne, with a one-story connector. The owner was frustrated with the one-story connector and HPC did approve converting this to a two- story connector. The new owner wants to revisit some aspects of the existing addition and has found some issues with the waterproofing in the basement. The applicant wants to pick up the historic house and the addition, slide them to the back of the property, demolish and completely reconstruct the basement. It will be a larger new basement and the historic home with the addition will be put back where they are now. There is a secondary building on the site that now sits in the southwest corner along the alley. There isn’t enough room on the site for all of these pieces to get out of the way for the basement construction, so the secondary building will be moved to Smuggler Racquet Club. There will be some setback variations to be considered as new and staff is asking for these to be reestablished. The landscape plan is the final item up for discussion. There will be a green roof and we want you to review the placement of some shrubs around the historic Victorian, as we believe there may be too many too close to the structure. We are recommending you discuss the items and continue the hearing to June 12th. We have a proposed resolution, if you choose to move forward, with conditions. The applicant is proposing copper gutters and we are recommending painted metal or galvanized. Ms. Greenwood asked about staff’s feeling about the massing of the roof on the secondary building. Ms. Simon said this is under the new guidelines and after looking at historic pics, that building used to be sitting right next to the historic structure. We just want to make sure we get it right. Ms. Greenwood said she’s actually talking about the larger addition. Ms. Simon said there is a new roof line being proposed. There will be a two-car garage instead of a one car garage at the back of the structure. We 4 3 REGULAR MEETING HISTORIC PRESERVATION COMMISSION MAY 22, 2019 have found this to comply with the guidelines. It’s currently a gable and we are not revisiting that. The addition and massing relate to the historic building. APPLICANT PRESENTATION: Sara Adams of Bendon Adams and Christoff Eigelberger of Eigelberger Architecture and Design Work along with Karl Schindler of Brikor Associates LLC Ms. Adams passed around a model of the home and the addition. This property is located on the corner of Aspen and Cooper streets. HPC saw this in September of 2018 and is currently in for permit for a two-story connector. There’s a new owner. Part of his due diligence was a building inspection, which revealed some serious waterproofing issues in the foundation. This is why we need to pick-up the landmark and fix the foundation underneath. We are still proposing two detached wall units. We would shift the Victorian and connector forward and temporarily relocate the guest house to Smuggler using the same techniques that Brikor used for 201 E. Hyman. We want to repair the foundation and do some restoration on the Victorian. We want to update the existing additions and make the fenestration more cohesive and add a parking space to create a two-car garage. She entered a letter from Torre, who is president of the racquet club, into the record, which states they will accept this house on their property. She showed the landscaping plan on screen and said there are some large lilacs that will be relocated to the side walkway. There are simple plantings around base of the Victorian and the addition. She showed the proposed plan for the basement and said they only have one lightwell. At the rear, you can see the rear yard setback variance we are requesting. The guest house is proposed at 2 ft 6 and the basement just follows that line. The model being passed around helps understand the slight changes. We are currently under the maximum floor area for this site and we are asking for an increase. It’s a 141 square foot change and improves the historic siding and restoration of the cresting, shingles and foundation repair. The window changes in the guest house are already existing and we will retain those. We will not do the double hung windows, but we are proposing new windows on the front façade. We have simplified the window style to better relate to the Victorian and we have brought some materials to show you. Mr. Eigelberger passed around samples and showed a basalt material for the flatwork within the courtyard and sidewalk area. The building itself would be restoring and preserving the existing historic windows. On the addition, there would be a bronze metal window, which he showed for the exterior. On the gutters, they would do a lead coated copper, which is a dark grey color and is part of the approval. They have a glass railing on the terrace area. Ms. Adams said the guest house has confusing Victorian details and interrupts the view plane and are not original to the site. It also doesn’t match any dimensions on the Sandborn maps, but it’s staying, and we want to improve on the addition. The inspiration for the flat roof addition, came from a Victorian greenhouse and is more appropriate and defines the volume of the utilitarian building. It diverts from the guidelines as far as a flat roof and it ties all the buildings together. On the right side, is a detail of the original porch and the material is a painted metal. Mr. Moyer asked about materials, color and finishes. Mr. Eigelberger clarified for him. Ms. Greenwood asked about the railing on the porch. Ms. Simon said we can’t require the applicant to restore it, but it would be nice. 5 4 REGULAR MEETING HISTORIC PRESERVATION COMMISSION MAY 22, 2019 Mr. Moyer said he knows of the problems with the basement and those have been relevant since day one and the contractor is no longer in business. Drainage issues are so complicated, so when you look at the plantings, hopefully you won’t do ones that require a lot of watering. Ms. Thompson asked what the material is above the garage and Ms. Adams said that is the planter box and it is a painted steel. Mr. Halferty brought up the square footage and asked Ms. Simon if she could go back to the FAR and go over what is allowed. Ms. Simon said that in 2003, we made a miscalculation of what the allowed floor area was for the property, so they are now over, and this is an existing condition. They can move square footage around as long as they can stay within total limit. They will be shifting around square footage and not adding new. Ms. Greenwood asked what the existing condition of the roof is. Mr. Eigelberger said both roofs are shingle roofs and gabled. Mr. Eigelberger saidthe big emphasis is taking the Victorian and bringing it back to its original beauty and not neglecting it. Ms. Greenwood asked which tree they are taking down. Ms. Adams said there is a spruce tree that is missing it’s top with an 8-inch caliper. It is a mitigation pine tree on the Aspen street side. PUBLIC COMMENT: None. Ms. Greenwood asked what windows they are referring to for restudy and Ms. Simon said the applicant is replacing windows on all four sides, which are slightly more square and that should be discussed. Mr. Moyer said he doesn’t think we need to hold on this tonight and can go ahead with it because it’s so minor. Moving the house has been done before and he thinks it’s a good idea. Regarding upgrading the historic structure, bringing the original metal back is sufficient. Removing the non-historic parts of the carriage house is fine. It’s good to clean all of this up and make it something closer to what it was previously. He agrees about the flat roof and said the concept makes it less obtrusive and we’re not dealing with other roof planes. The variances are necessary to preserve the structure. The windows on the east side are only visible when you walk into the courtyard, so he doesn’t see this as a major issue at all. Mr. Blaich said he went over and walked around the property and felt a little bit like he has lived in that house. He walked around it and studied it very carefully. He said that Mr. Moyer has covered all the same points and overall, he thinks it’s a good project and all things are improvements and he commends them for bringing the model and said it sets a new standard here and helps a lot. Mr. Moyer echoed that sentiment. Mr. Blaich is also in favor of moving this forward. Mr. Halferty said the substantial amendments comply with the guidelines. The findings from the applicant are substantiated and he prefers the flat roof on the guest house. The glazing on the new addition is visible, but it’s set back far enough that it could meet the guidelines. He feels like he can support this moving forward for approval. He appreciates all of the restoration efforts. The foundation repair is necessary to preserve the mason house. He agrees to approve this project for substantial completion. 6 5 REGULAR MEETING HISTORIC PRESERVATION COMMISSION MAY 22, 2019 Ms. Thompson said the flat roof is better than the shed roof. The variations aren’t significant, and she feels the restoration work allows them to grant that. Mr. Kendrick said the only concern he has is with guideline 10.4, which says the addition cannot be larger than the historic resource and them adding to what has already been approved, he doesn’t agree with it. Ms. Greenwood said this project is an example of why we changed our guidelines. It’s a unique situation and it’s in a lot better hands now and she has no problems with the windows. She has no problem moving this project forward. This restoration on this project is really good. Mr. Kendrick doesn’t see why the addition is necessary. Ms. Greenwood said this is what we don’t ever want to see again, but in her eyes, the addition is necessary for the restoration benefit. Ms. Simon said the draft resolution is on page 20 with the conditions listed to work with. She said condition #3 should have lead coated copper added to it. Ms. Simon said we should add to the conditions that roof and wall penetrations will be reviewed by staff and monitor, revise condition #3 about the gutters and flashing to add lead coated copper to the options and add that the final approval of shrubs will be approved by staff and monitor. Ms. Bryan said there are already six conditions, so she wants to be clear that there is a total of eight. Ms. Simon said we added two conditions and revised one. MOTION:Ms. Thompson moved to approve with stated conditions, Mr. Moyer seconded. Roll call vote: Mr. Blaich, yes; Ms. Greenwood, yes; Mr. Kendrick, yes; Mr. Moyer, yes; Mr. Halferty, yes; Ms. Thompson, yes. 6-0, motion carried. MOTION: Mr. Blaich moved to adjourn, Mr. Kendrick seconded. All in favor, motion carried. 5:51 p.m. __________________________________ Nicole Henning, Deputy City Clerk 7 C:\Users\EASYPD~1\AppData\Local\Temp\BCL Technologies\easyPDF 8\@BCL@680CFB82\@BCL@680CFB82.doc 6/6/2019 HPC PROJECT MONITORS-projects in bold are under construction Nora Berko 1102 Waters 602 E. Hyman 210 S. First 333 W. Bleeker Bob Blaich Lot 2, 202 Monarch Subdivision 209 E. Bleeker 300 E. Hyman, Crystal Palace 128 E. Main, Sardy House Gretchen Greenwood 124 W. Hallam 411 E. Hyman 300 E. Hyman, Crystal Palace 101 W. Main, Molly Gibson Lodge 201 E. Main 834 W. Hallam 420 E. Hyman 517 E. Hopkins 529-535 E. Cooper Avenue Jeff Halferty 232 E. Main 541 Race Alley 208 E. Main 303 E. Main 517 E. Hopkins 533 W. Hallam 110 W. Main, Hotel Aspen Roger Moyer 500 W. Main 223 E. Hallam 300 W. Main Richard Lai 122 W. Main 211 W. Main Scott Kendrick 303 E. Main 517 E. Hopkins 419 E. Hyman 302 E. Hopkins 304 E. Hopkins 210 W. Main Sheri Sanzone 549 Race Alley 110 W. Main Kara Thompson Need to assign: 134 W. Hopkins 422/434 E. Cooper 305/307 S. Mill 534 E. Cooper 8 Page 1 of 7 130 South Galena Street Aspen, CO 81611-1975 | P: 970.920.5197 | cityofaspen.com Memorandum TO: Aspen Historic Preservation Commission FROM: Sarah Yoon, Historic Preservation Planner THROUGH: Jessica Garrow, Community Development Director MEETING DATE: June 12, 2019 RE: 931 Gibson Avenue – Final Major Development Review, PUBLIC HEARING APPLICANT /OWNER: BMH Investments, LTD REPRESENTATIVE: BendonAdams and F&M Architects, LLC LOCATION: Street Address: 931 Gibson Avenue Legal Description: See Resolution Exhibit Parcel Identification Number: PID# 2737-074-00-004 CURRENT ZONING & USE Single-family home, R-15A: Moderate-Density Residential PROPOSED LAND USE: No change SUMMARY: The applicant has requested a Major Development review for the restoration of the two relocated historic Victorian structures onto a new basement, and the construction of a new addition connected to the historic house with a connecting element. The two historic structures have approval to be relocated to 931 Gibson from 333 Park (Ordinance 22, Series of 2018). Conceptual granted February 27th, 2019 (Resolution 2, Series of 2019). STAFF RECOMMENDATION: Staff recommends approval of this project with the following conditions listed on page 7 of this memo and in the resolution. Site Locator Map – 931 Gibson Avenue 931 9 Page 2 of 7 130 South Galena Street Aspen, CO 81611-1975 | P: 970.920.5197 | cityofaspen.com BACKGROUND: 931 Gibson Avenue is a 15,497 sq. ft. lot located in the R-15A zone district which currently contains an existing residential structure planned for demolition. This site has been approved by City Council as the receiving site for the two historic Victorian structures on 333 Park Avenue. Following the safe relocation of the historic structures to 931 Gibson, this site will be designated historic and 333 Park Avenue will have designation removed. On July 11, 2018, HPC recommended in favor of the relocation of the historic buildings to 931 Gibson Avenue but decided a fully developed site plan including all new development was necessary for Major Development review. The applicant agreed to HPC’s request to return with a new Major Development application for 931 Gibson Avenue following the approval for relocation by City Council. Pursuant of Ordinance 22, Series of 2018, City Council approved relocation, demolition, and the historic designation following the historic resources with the following conditions: 1) A future lot split is prohibited unless approved by City Council. 2) The property shall contain a single driveway and single curb cut. 3) The property shall not be eligible for a floor areas bonus, pursuant to Section 26.415.110.F, as may be amended. The property is hereby granted the establishment of one (1) Transferable Development Right (TDR), pursuant to Section 26.415.110.L. The establishment of this TDR shall be in addition to the underlying floor area allowed for the subject property, as prescribed in the underlying zone district. 4) Install a continuous sidewalk along the subject property on Gibson Avenue in accordance to the Engineering Master Plan requirements pursuant to the Engineering Design Standards. On February 27, 2019, HPC approved Conceptual Development of 931 Gibson Avenue, pursuant of Resolution 2, Series of 2019 with the following conditions: 1) At the time of demolition of non-historic additions, investigate the historic framing and materials on the north west elevation of the historic house where the connecting element is proposed with staff and monitor review and approval. 2) Provide preliminary plans for drainage and stormwater mitigation for review at the time of Final review. Take the status of the Holy Cross Electric Easement into account. 3) Provide proposed layout for utilities and mechanical equipment for review at the time of Final review 4) Provide floor area calculations of the existing house on 931 Gibson at the time of building permit application. The applicant received administrative Stream Margin approval February 4th, 2019, pursuant of Ordinance 22, Series of 2018, and completed asbestos abatement at 333 Park Avenue. The applicant is pursuing a Demolition Permit to remove all non-historic additions and stabilize 333 Park Avenue. REQUEST OF HISTORIC PRESERVATION COMMISSION (HPC) The Applicant is requesting the following land use approvals: • Major Development (Section 26.415.070.D) for a new addition towards the east of the relocated historic residence. The Historic Preservation Commission (HPC) is the final review authority. 10 Page 3 of 7 130 South Galena Street Aspen, CO 81611-1975 | P: 970.920.5197 | cityofaspen.com PROJECT SUMMARY: The applicant proposes to relocate the Victorian house and the one-story historic addition onto a new basement and construct a new above grade addition that will be connected to the historic house with a 30 ft. long connecting element. No dimensional variations are requested for the proposal at this time. The applicant plans to restore the historic configuration of the two structures, as indicated on the Sanborn map, once they are relocated to 931 Gibson Avenue and restore the exterior finishes and fenestrations by referencing historic documents and on-site investigation of historic framing and materials. The applicant was required to present a developed landscape plan, preliminary plans for stormwater mitigation, and proposed layout for mechanical equipment and utilities for Final Major Development review. STAFF COMMENTS: For Final Major Development, the applicant has provided design details related to landscape design and final materials for the new addition. A detailed preservation plan is included in the application which documents the existing conditions of the historic resources. The applicant will work closely with staff and monitor to determine appropriate procedures for preservation/restoration of the historic resource. Overall, staff finds that the proposal for Final Development is consistent with the approved Conceptual design presented to HPC on February 27th, 2019. The following points go into more detail regarding the proposal for HPC discussion: 1. Site Plan/Landscape Plan: The two historic structures are to be placed on the west side of the property and the original configuration of the two structures are to be restored. The site has existing trees and shrubs but none were identified as “landmark” trees or shrubs. Front Walkway: Open space is designed to complement the historic landmark and a simple walkway perpendicular to Gibson Street is proposed for the front entry (Design Guidelines 1.6 & 1.7). The proposed walkway appears to be stone pavers with a width of about 3 feet. According to the Design Guidelines, paving materials for most Victorian landmarks are light grey concrete, brick or red sandstone. The proposed stone paver introduces a new material, and staff recommends a light grey concrete for this simple walkway leading to the front porch of the historic house. Lighting: The Design Guidelines call for minimal outdoor lighting to maintain the historic character of historic properties. Light fixtures need to be compatible with the building and any lighting for the main pathways is for safety considerations (Design Guideline 1.14). Uplighting is not permitted. The applicant proposes one exterior sconce for each porch that is downlit and frosted glass and five light fixtures along the main pathway to the front porch. The light fixtures for the pathway have a minimal profile and the light source seems to be pointed towards the pathway; however, the number of fixtures is excessive and does not comply with the guidelines. Typically 11 Page 4 of 7 130 South Galena Street Aspen, CO 81611-1975 | P: 970.920.5197 | cityofaspen.com only one fixture is approved for pathways leading to the front porch of a Victorian house. All lighting fixtures must comply with the lighting code requirements. Staff recommends a reduction of lighting fixtures along the main pathway to the minimum needed for safety considerations. Landscape Design: The proposed landscape design maintains existing trees around the periphery of the property and the Cottonwood stems located on the west side of the property are preserved and protected. The applicant will need to work with the City Forester to determine what is allowed in the dripline of the existing trees. The proposal includes a variety of new deciduous and evergreen trees along the property lines; however, they are lined up close to one another and create a hedgerow of trees and shrubs that result in overplanted areas. Design Guideline 1.12 calls for the site to demonstrate simplicity and restraint in order to provide an appropriate context for historic structures, but it appears that the proposed landscape plan uses the planting configuration to create privacy. The Parks Department finds the proposed density of plantings will result in issues for future growth and suggests trees be grouped in two and threes rather than the linear rows of trees as shown on the plans. See Exhibit B for detailed comments. Additionally, new plantings must not interfere or block views of the historic structures (Design Guideline 1.13). Staff recommends reducing the density of plantings to create an appropriate site context for the historic resources. Figure 1 – Proposed Landscape Plan 12 Page 5 of 7 130 South Galena Street Aspen, CO 81611-1975 | P: 970.920.5197 | cityofaspen.com Stormwater Mitigation Plan: The applicant submitted a preliminary plan for stormwater mitigation identifying a drywell and gutters. The design supports positive drainage away from the historic structures as required by Design Guidelines 1.8 and the location of the drywell is towards the rear of the property. The Parks Department provided comments indicating that the piping (gutter) for the stormwater is in the dripline of existing trees. The applicant will need to continue working with all relevant City Departments to ensure that all stormwater mitigation features comply with code requirements. The Engineer’s letter in the application suggests the location of the proposed curb cut may either require a variance from Engineering Standards or the removal of additional trees. The Engineering Department comments indicate that a formal variance request will be needed at the time of Building Permit to resolve this issue. See Exhibit B for details. Mechanical Equipment & Utilities: Utilities and mechanical equipment are located in the setback along the southeast corner of the property. The proposed location is minimal in terms of visual impact and co-located on the ground where it may be screened (Design Guideline 12.4). Since it is located in the setback, it will need to comply with the zoning dimensional requirements for allowed mechanical equipment and utilities in the setback. Due to its proximity to the adjacent neighbor, noise generated by the equipment should also be considered. The Engineering Department comments call out concerns related to access of this area due to the proposed landscaping plan. Staff recommendation to reduce the density of plantings may address this concern. Staff finds the proposal for site planning meets the HP Design Guidelines and recommends approval with conditions to reduce the density of the plantings, replace the stone pavers with a light grey concrete front walkway, and reduce the number of fixtures for the walkway. Staff recommends the applicant continue to work with relevant City Departments on finalizing the plans for stormwater mitigation and requirements for sidewalks, gutters, and the curb cut on Gibson Avenue. 2. Restoration of Historic Landmark: The historic configuration of the Victorian house and the historic one-story addition will be restored, and the applicant proposes to restore historic details and features such as the chimney by referencing historic documents and photographs. A thorough documentation of the existing architectural details and conditions can be found in the Preservation Plan, and the applicant will need to continue working closely with staff and monitor on the restoration of the historic resources. Historic Foundation: A new foundation will be required for the relocated historic buildings, and Design Guideline 9.5 indicates that a simple foundation is appropriate. It is important that the relocated historic 13 Page 6 of 7 130 South Galena Street Aspen, CO 81611-1975 | P: 970.920.5197 | cityofaspen.com structures closely line up with the new foundation as a construction detail. As for the materials, there are no historic documents revealing the historic foundation; therefore, staff recommends a simple foundation of either exposed concrete or factory finished painted metal flashing. Lightwell & Skylights: The final plan includes three lightwells and a skylight that provide daylighting into the subgrade space. The submitted drawings do not provide the proposed height of the curbs around these features. Staff requests the curb to be 6” or less in height for the lightwells and skylight features to ensure that restored historic details and features are not covered from view. Recently, staff has encountered issues related to curb heights around these features because of discrepancies between architectural drawings and structural drawings. Staff would like to highlight this concern and request the approved height be reflected on all drawing sets. The applicant will need to work closely with staff and monitor to determine condition, treatment, and historic integrity of historic materials and architectural features for all proposed restoration work. Staff recommends either exposed concrete or factory finished painted metal flashing for the foundation of the historic structures, and requests the height of the curbs around the lightwell and skylight features to be 6” or less in height. 3. New Addition - Materials: The applicant proposes brick as the main building material for the new addition which deviates from the historic materials. The applicant chose to relate to form and fenestration of the historic landmark in order to achieve design compatibility and express design creativity with material choices for this design. A cedar shingled roof is proposed for the rear massing of the addition and a metal roof for the front two-story massing of the new addition. The selected metal roof is inspired by the historic tin roof on the historic landmark and the cedar roof on the rear of the addition matches the roof material of the historic one-story addition. Staff recognizes the contemporary interpretations of material choice to be appropriate for this proposal. REFERRAL COMMENTS: The application was referred to other City departments with requirements that may affect permit review. The following is a summary of comments received. See Exhibit B for more details. Follow-up on these comments will be clarified in the conditions. Engineering Department: 1. Sidewalks should be shown as detached without negatively affecting trees and plan needs to show curb/gutter details before building permit. 2. A formal variance will be required for the proposed driveway at the time of permit submittal. 3. Conflicts with future utilities and landscaping features must be resolved during building permit. 14 Page 7 of 7 130 South Galena Street Aspen, CO 81611-1975 | P: 970.920.5197 | cityofaspen.com Parks Department: 1. Proposed landscape plan is too densely planted. Plantings need to allow room for future growth and plan needs to comply with City Code. 2. Submit two landscape plans: proposed tree removal and proposed plantings. 3. Excavation along Gibson Avenue within the driplines needs to be approved by City Forester. 4. Restudy location for stormwater piping out of driplines. 5. Verify sidewalk requirements. 6. Restudy location of proposed sanitation lines to minimize impact to trees. RECOMMENDATION: Staff recommends HPC grant Final Major Development review with the following conditions for approval: 1) Provide an updated landscape plan that reduces the density of plantings and complies with relevant Historic Preservation Design Guidelines and the Parks Department requirements. Final landscape plan to be reviewed and approved by staff and monitor prior to installation. 2) Clarify the proposed curb heights of proposed lightwell and skylight features to be 6” of less in height for review and approval by staff and monitor approval prior to building permit submission. 3) Provide foundation details for historic resources to be reviewed and approved by staff and monitor prior to submission for building permit. 4) Restudy the materials for the walkway leading up to the historic house to be reviewed and approved by staff and monitor prior to building 5) Reduce the number of light fixtures for the front walkway leading to the historic Victorian. 6) Verify stormwater mitigation plan with all relevant City Departments. Final plan to be reviewed and approved by staff and monitor prior to building permit. 7) Coordinate with the Parks Department to determine what is allowed in the dripline of the trees, and identify an appropriate location for sanitation lines prior to building permit submission. 8) Verify curb cut, gutter, and sidewalk requirements with all relevant City Departments prior to submitting for building permit. ATTACHMENTS: Resolution #____, Series of 2019 Exhibit A – Historic Preservation Design Guidelines Criteria /Staff Findings Exhibit B – Referral Comments Exhibit C – Administrative Stream Margin Approval Exhibit D – Conceptual Design Approval (Resolution 2, Series of 2019) Exhibit E – Land Use Application 15 HPC Resolution #__, Series of 2019 Page 1 of 5 RESOLUTION #__, SERIES OF 2019 A RESOLUTION OF THE ASPEN HISTORIC PRESERVATION COMMISSION (HPC) GRANTING FINAL MAJOR DEVELOPMENT REVIEW FOR THE PROPERTY LOCATED 931 GIBSON AVENUE, AS LEGALLY DESCRIBED IN ATTACHMENT A PARCEL ID: 2737-074-00-004 WHEREAS, the applicant, BMH Investments, LTD, represented by BendonAdams, LLC., has requested HPC approval for Final Major Development for the property located at 931 Gibson Avenue, as legally described in Attachment A; and WHEREAS, Section 26.415.070 of the Municipal Code states that “no building or structure shall be erected, constructed, enlarged, altered, repaired, relocated or improved involving a designated historic property or district until plans or sufficient information have been submitted to the Community Development Director and approved in accordance with the procedures established for their review;” and WHEREAS, for Final Major Development Review, the HPC must review the application, a staff analysis report and the evidence presented at a hearing to determine the project’s conformance with the City of Aspen Historic Preservation Design Guidelines per Section 26.415.070.D.4.b.2 and 3 of the Municipal Code and other applicable Code Sections. The HPC may approve, disapprove, approve with conditions or continue the application to obtain additional information necessary to make a decision to approve or deny; and WHEREAS, Community Development Department staff reviewed the application for compliance with the applicable review standards and recommended approval of Final Major Development with conditions; and WHEREAS, HPC reviewed the project on June 12, 2019. HPC considered the application, the staff memo and public comments, and found the proposal consistent with the review standards and granted approval with conditions by a vote of ___ to ___. NOW, THEREFORE, BE IT RESOLVED: That HPC hereby approves Final Major Development for 931 Gibson Avenue with the following conditions: Section 1: Final Major Development Review HPC hereby approves Final Major Development with the following conditions: 1) Provide an updated landscape plan that reduces the density of plantings and complies with relevant Historic Preservation Design Guidelines and the Parks Department 16 HPC Resolution #__, Series of 2019 Page 2 of 5 requirements. Final landscape plan to be reviewed and approved by staff and monitor prior to installation. 2) Clarify the proposed curb heights of proposed lightwell and skylight features to be 6” of less in height for review and approval by staff and monitor approval prior to building permit submission. 3) Provide foundation details for historic resources to be reviewed and approved by staff and monitor prior to submission for building permit. 4) Restudy the materials for the walkway leading up to the historic house to be reviewed and approved by staff and monitor prior to building 5) Reduce the number of light fixtures for the front walkway leading to the historic Victorian. 6) Verify stormwater mitigation plan with all relevant City Departments. Final plan to be reviewed and approved by staff and monitor prior to building permit. 7) Coordinate with the Parks Department to determine what is allowed in the dripline of the trees, and identify an appropriate location for sanitation lines prior to building permit submission. 8) Verify curb cut, gutter, and sidewalk requirements with all relevant City Departments prior to submitting for building permit. Section 2: Approvals for Relocation, Demolition, Designation by City Council All approvals granted by City Council through Ordinance #22, Series of 2018 remain valid. Section 3: Project Phasing Project phasing shall be permitted in the following process: 1) The applicant must submit for a tree removal permit and the necessary plans required by the Parks Department prior to the issuance of the relocation permit. 2) The applicant must coordinate with relevant City Departments to complete all necessary requirements for relocation of the historic structures prior to the issuance of the relocation permit. Section 4: Impact Fees and School Land Dedication Any applicable fees shall be assessed at the time of building permit application submittal and paid at building permit issuance. The amount shall be calculated using the methodology and fee schedule in effect at the time of building permit submittal. The allocation of any fee credits for demolition work on 931 Gibson Avenue shall remain with the parcel where the structures are currently located, as based on the allowances and limitations of the Land Use Code. Credits shall only be given for legally established floor area. The demolition of the existing non-historic residence on 931 Gibson is not under the purview of HPC. 17 HPC Resolution #__, Series of 2019 Page 3 of 5 Section 5: Material Representations All material representations and commitments made by the Applicant pursuant to the development proposal approvals as herein awarded, whether in public hearing or documentation presented before the Community Development Department, the Historic Preservation Commission, or the Aspen City Council are hereby incorporated in such plan development approvals and the same shall be complied with as if fully set forth herein, unless amended by other specific conditions or an authorized authority. Section 6: Existing Litigation This Resolution shall not affect any existing litigation and shall not operate as an abatement of any action or proceeding now pending under or by virtue of the ordinances repealed or amended as herein provided, and the same shall be conducted and concluded under such prior ordinances. Section 7: Severability If any section, subsection, sentence, clause, phrase, or portion of this Resolution is for any reason held invalid or unconstitutional in a court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and shall not affect the validity of the remaining portions thereof. Section 8: Vested Rights The development approvals granted herein shall constitute a site-specific development plan vested for a period of three (3) years from the date of issuance of a development order. However, any failure to abide by any of the terms and conditions attendant to this approval shall result in the forfeiture of said vested property rights. Unless otherwise exempted or extended, failure to properly record all plats and agreements required to be recorded, as specified herein, within 180 days of the effective date of the development order shall also result in the forfeiture of said vested property rights and shall render the development order void within the meaning of Section 26.104.050 (Void permits). Zoning that is not part of the approved site-specific development plan shall not result in the creation of a vested property right. No later than fourteen (14) days following final approval of all requisite reviews necessary to obtain a development order as set forth in this Ordinance, the City Clerk shall cause to be published in a newspaper of general circulation within the jurisdictional boundaries of the City of Aspen, a notice advising the general public of the approval of a site specific development plan and creation of a vested property right pursuant to this Title. Such notice shall be substantially in the following form: Notice is hereby given to the general public of the approval of a site specific development plan, and the creation of a vested property right, valid for a period of three (3) years, pursuant to the Land Use Code of the City of Aspen and Title 24, Article 68, Colorado Revised Statutes, pertaining to the following described property: 931 Gibson Avenue. 18 HPC Resolution #__, Series of 2019 Page 4 of 5 Nothing in this approval shall exempt the development order from subsequent reviews and approvals required by this approval of the general rules, regulations and ordinances or the City of Aspen provided that such reviews and approvals are not inconsistent with this approval. The approval granted hereby shall be subject to all rights of referendum and judicial review; the period of time permitted by law for the exercise of such rights shall not begin to run until the date of publication of the notice of final development approval as required under Section 26.304.070(A). The rights of referendum shall be limited as set forth in the Colorado Constitution and the Aspen Home Rule Charter. APPROVED BY THE COMMISSION at its regular meeting on the 12th day of June, 2019. Approved as to Form: Approved as to Content: _________________________________________________________________ _________________________________________________________ Andrea Bryan, Assistant City Attorney Gretchen Greenwood, Chair ATTEST: _________________________________________________________________ Linda Manning, City Clerk 19 HPC Resolution #__, Series of 2019 Page 5 of 5 ATTACHMENT A: Legal Description of Addresses 931 Gibson Avenue Parcel 1: A Parcel of Land situated in the Southeast ¼ of Section 7, Township 10 South, Range 84 West of the 6th Principal Meridian more fully described as follows: Beginning at a point whence corner No. 11 of the East Aspen Additional Townsite bears South 54°52’17” East 58.10 feet; Thence South 34°54’00” West 46.63 feet to The True Point of Beginning; Thence North 63°58’00” West 185.12 feet; Thence South 15°30’00” West 86.60 feet; Thence South 63°54’00” East 155.54 feet; Thence North 34°45’00” East 88.30 feet to The Point of Beginning. Parcel 2: A Tract of Land situated in the Sunset Lode, U.S.M.S. No. 5310, being more fully described as follows: Beginning at a point on the Easterly side line of said Sunset Lode whence Corner No. 10 of East Aspen Additional Townsite bears North 34°45’ East 46.63 Feet; Thence North 63° 58’ West 185.12 feet to a point on the Westerly side line of said Lode; Thence following said Westerly side line North 15°30” East 17.03; Thence South 62°54’41” East 150.27 feet; Thence 39.76 feet along the arc of a curve to the right having a radius of 295.57 feet to a point on said Easterly side; Thence following said Easterly side line South 34°45’ West 10.70 feet to The Point of Beginning. Together with any property lying Northerly of the above described property and the Southerly line of Gibson Avenue. 20 Page 1 of 21 Exhibit A Historic Preservation Design Guidelines Criteria Staff Findings NOTE: Staff responses begin on page 19 of this exhibit, following the list of applicable guidelines. 26.415.070.D Major Development. No building, structure or landscape shall be erected, constructed, enlarged, altered, repaired, relocated or improved involving a designated historic property or a property located within a Historic District until plans or sufficient information have been submitted to the Community Development Director and approved in accordance with the procedures established for their review. An application for a building permit cannot be submitted without a development order. 4. Final Development Plan Review b) The procedures for the review of final development plans for major development projects are as follows: 1) The Community Development Director shall review the application materials submitted for final development plan approval. If they are determined to be complete, the applicant will be notified in writing of this and a public hearing before the HPC shall be scheduled. Notice of the hearing shall be provided pursuant to Paragraphs 26.304.060.E.3.a, b and c. 2) Staff shall review the submittal material and prepare a report that analyzes the project's conformance with the design guidelines and other applicable Land Use Code sections. This report will be transmitted to the HPC with relevant information on the proposed project and a recommendation to continue, approve, disapprove or approve with conditions and the reasons for the recommendation. The HPC will review the application, the staff analysis report and the evidence presented at the hearing to determine the project's conformance with the City Historic Preservation Design Guidelines. 3) The HPC may approve, disapprove, approve with conditions or continue the application to obtain additional information necessary to make a decision to approve or deny. If the application is approved, the HPC shall issue a certificate of appropriateness and the Community Development Director shall issue a development order. 4) Before an application for a building permit can be submitted, a final set of plans reflecting any or all required changes by the HPC or City Council must be on file with the City. Any conditions of approval or outstanding issues which must be addressed in the field or at a later time shall be noted on the plans. 21 Page 2 of 21 Chapter 1: Site Planning & Landscape Design MET NOT MET 1.1 All projects shall respect the historic development pattern or context of the block, neighborhood or district. 1.4 Design a new driveway or improve an existing driveway in a manner that minimizes its visual impact. 1.6 Provide a simple walkway running perpendicular from the street to the front entry on residential projects. 1.7 Provide positive open space within a project site. 1.8 Consider stormwater quality needs early in the design process. 1.10 Built-in furnishings, such as water features, fire pits, grills, and hot tubs, that could interfere with or block views of historic structures are inappropriate. 1.12 Provide an appropriate context for historic structures. See diagram. 1.13 Additions of plant material to the landscape that could interfere with or block views of historic structures are inappropriate. 1.14 Minimize the visual impacts of landscape lighting. 1.22 When a new retaining wall is necessary, its height and visibility should be minimized. 1.23 Re-grading the site in a manner that changes historic grade is generally not allowed and will be reviewed on a case by case basis. 1.26 Preserve the historic circulation system. 1.27 Preserve and maintain significant landscaping on site. Chapter 2: Rehabilitation - Building Materials MET NOT MET 2.1 Preserve original building materials. 2.2 The finish of materials should be as it would have existed historically. 2.3 Match the original material in composition, scale and finish when replacing materials on primary surfaces. 2.4 Do not use synthetic materials as replacements for original building materials. 2.5 Covering original building materials with new materials is inappropriate. 2.6 Remove layers that cover the original material. CONDITION MET MET MET MET MET MET MET MET MET CONDITION Historic Preservation Design Guidelines Review Criteria for 931 Gibson Avenue The applicant is requesting a Final Major Development reivew for site plan of the relocated historic resources and the construction of a new above grade addition with a connecting element. The proposed design must meet applicable Historic Preservation Design Guidelines. CONDITION MET MET CONDITION MET MET MET MET 22 Page 3 of 21 Chapter 3: Rehabilitation - Windows MET NOT MET 3.1 Preserve the functional and decorative features of a historic window. 3.2 Preserve the position, number, and arrangement of historic windows in a building wall. 3.3 Match a replacement window to the original in its design. 3.4 When replacing an original window, use materials that are the same as the original. 3.5 Preserve the size and proportion of a historic window opening. 3.6 Match, as closely as possible, the profile of the sash and its components to that of the original window. 3.7 Adding new openings on a historic structure is generally not allowed. Chapter 4: Rehabilitation - Doors MET NOT MET 4.1 Preserve historically significant doors. 4.2 Maintain the original size of a door and its opening. 4.3 When a historic door or screen door is damaged, repair it and maintain its general historic appearance. 4.4 When replacing a door or screen door, use a design that has an appearance similar to the original door or a door associated with the style of the building. 4.5 Adding new doors on a historic building is generally not allowed. 4.7 Preserve historic hardware. Chapter 5: Rehabilitation - Porches & Balconies MET NOT MET 5.1 Preserve an original porch or balcony. 5.2 Avoid removing or covering historic materials and details. 5.3 Enclosing a porch or balcony is not appropriate. 5.4 If reconstruction is necessary, match the original in form, character and detail. 5.5 If new steps are to be added, construct them out of the same primary materials used on the original, and design them to be in scale with the porch or balcony 5.6 Avoid adding handrails or guardrails where they did not exist historically, particularly where visible from the street. Chapter 6: Rehabilitation - Architectural Details MET NOT MET 6.1 Preserve significant architectural features. 6.2 When disassembly of a historic element is necessary for its restoration, use methods that minimize damage to the original material. 6.3 Remove only the portion of the detail that is deteriorated and must be replaced. 6.4 Repair or replacement of missing or deteriorated features are required to be based on original designs. 6.5 Do not guess at “historic” designs for replacement parts.MET MET MET MET MET MET MET MET MET MET MET MET MET MET MET MET MET MET MET MET MET MET MET MET 23 Page 4 of 21 Chapter 7: Rehabilitation - Roofs MET NOT MET 7.1 Preserve the original form of a roof. 7.2 Preserve the original eave depth. 7.3 Minimize the visual impacts of skylights and other rooftop devices. 7.4 New vents should be minimized, carefully, placed and painted a dark color. 7.5 Preserve original chimneys, even if they are made non-functional. 7.7 Preserve original roof materials. 7.8 New or replacement roof materials should convey a scale, color and texture similar to the original. 7.9 Avoid using conjectural features on a roof. 7.10 Design gutters so that their visibility on the structure is minimized to the extent possible. Chapter 8: Rehabilitation - Secondary Structures MET NOT MET 8.1 If an existing secondary structure is historically significant, then it must be preserved. 8.3 Do not add detailing or features to a secondary structure that are conjectural and not in keeping with its original character as a utilitarian structure. 8.4 When adding on to a secondary structure, distinguish the addition as new construction and minimize removal of historic fabric. 8.5 Preserve the original building materials, or match in kind when necessary. 8.6 Preserve original door and window openings and minimize new openings. 8.8 Adaptation of an obsolete secondary structure to a functional use is encouraged. Chapter 9: New Construction - Excavation, Building Relocation & Foundations MET NOT MET 9.1 Developing a basement by underpinning and excavating while the historic structure remains in place may help to preserve the historic fabric. 9.2 Proposals to relocate a building will be considered on a case-by-case basis. 9.3 Site a relocated structure in a position similar to its historic orientation. 9.4 Position a relocated structure at its historic elevation above grade. 9.5 A new foundation shall appear similar in design and materials to the historic foundation. 9.6 Minimize the visual impact of lightwells. 9.7 All relocations of designated structures shall be performed by contractors who specialize in moving historic buildings, or can document adequate experience in successfully relocating such buildings. 9.8 Proposals to relocate a building to a new site are highly discouraged Chapter 10: New Construction - Building Additions MET NOT MET 10.2 A more recent addition that is not historically significant may be removed. 10.3 Design a new addition such that one's ability to interpret the historic character of the primary building is maintained. MET MET CONDITION MET CONDITION MET MET MET MET MET MET MET MET MET CONDITION MET MET MET MET CONDITION MET MET MET MET MET 24 Page 5 of 21 Relevant Historic Preservation Design Guidelines: 1.1 All projects shall respect the historic development pattern or context of the block, neighborhood or district. • Building footprint and location should reinforce the traditional patterns of the neighborhood. • Allow for some porosity on a site. In a residential project, setback to setback development is typically uncharacteristic of the historic context. Do not design a project which leaves no useful open space visible from the street. 1.4 Design a new driveway or improve an existing driveway in a manner that minimizes its visual impact. • If an alley exists at the site, the new driveway must be located off it. • Tracks, gravel, light grey concrete with minimal seams, or similar materials are appropriate for driveways on Aspen Victorian properties. 1.6 Provide a simple walkway running perpendicular from the street to the front entry on residential projects. • Meandering walkways are not allowed, except where it is needed to avoid a tree or is typical of the period of significance. • Use paving materials that are similar to those used historically for the building style and install them in the manner that they would have been used historically. For example on an Aspen Victorian landmark set flagstone pavers in sand, rather than in concrete. Light grey concrete, brick or red sandstone are appropriate private walkway materials for most landmarks. 10.4 The historic resource is to be the focus of the property, the entry point, and the predominant structure as viewed from the street. 10.6 Design a new addition to be recognized as a product of its own time. 10.8 Design an addition to be compatible in size and scale with the main building. 10.9 If the addition is taller than a historic building, set it back from significant façades and use a “connector” to link it to the historic building. 10.10 Place an addition at the rear of a primary building or set it back substantially from the front to minimize the visual impact on the historic structure and to allow the original proportions and character to remain prominent. 10.11 Roof forms shall be compatible with the historic building. 10.12 Design an addition to a historic structure that does not destroy or obscure historically important architectural features. Chapter 12: Accessibility, Lighting, Mech. Equipment, Services Areas & Signs MET NOT MET 12.3 Exterior light fixtures should be simple in character. 12.4 Minimize the visual impacts of utilitarian areas, such as mechanical equipment and trash storage. MET MET MET MET MET MET MET MET MET 25 Page 6 of 21 • The width of a new entry sidewalk should generally be three feet or less for residential properties. A wider sidewalk may be appropriate for an AspenModern property. 1.7 Provide positive open space within a project site. • Ensure that open space on site is meaningful and consolidated into a few large spaces rather than many small unusable areas. • Open space should be designed to support and complement the historic building. 1.8 Consider stormwater quality needs early in the design process. • When included in the initial planning for a project, stormwater quality facilities can be better integrated into the proposal. All landscape plans presented for HPC review must include at least a preliminary representation of the stormwater design. A more detailed design must be reviewed and approved by Planning and Engineering prior to building permit submittal. • Site designs and stormwater management should provide positive drainage away from the historic landmark, preserve the use of natural drainage and treatment systems of the site, reduce the generation of additional stormwater runoff, and increase infiltration into the ground. Stormwater facilities and conveyances located in front of a landmark should have minimal visual impact when viewed from the public right of way. • Refer to City Engineering for additional guidance and requirements. 1.10 Built-in furnishings, such as water features, fire pits, grills, and hot tubs, that could interfere with or block views of historic structures are inappropriate. • Site furnishings that are added to the historic property should not be intrusive or degrade the integrity of the neighborhood patterns, site, or existing historic landscape. • Consolidating and screening these elements is preferred. 1.12 Provide an appropriate context for historic structures. See diagram. • Simplicity and restraint are required. Do not overplant a site, or install a landscape which is overtextured or overly complex in relationship to the historic resource, particularly in Zone A. In Zone A, new planting shall be species that were used historically or species of similar attributes. • In areas immediately adjacent to the landmark, Zone A and Zone B, plants up 42” in height, sod, and low shrubs are often appropriate. • Contemporary planting, walls and other features are not appropriate in Zone A. A more contemporary landscape may surround new development or be located in the rear of the property, in Zone C. • Do not cover areas which were historically unpaved with hard surfaces, except for a limited patio where appropriate. • Where residential structures are being adapted to commercial use, proposals to alter the landscape will be considered on a case-by-case basis. The residential nature of the building must be honored. 26 Page 7 of 21 • In the case of a historic landmark lot split, careful consideration should be given so as not to over plant either property, or remove all evidence of the landscape characteristics from before the property was divided. • Contemporary landscapes that highlight an AspenModern architectural style are encouraged. 1.13 Additions of plant material to the landscape that could interfere with or block views of historic structures are inappropriate. • Low plantings and ground covers are preferred. • Do not place trees, shrubs, or hedgerows in locations that will obscure, damage, or block significant architectural features or views to the building. Hedgerows are not allowed as fences. • Consider mature canopy size when planting new trees adjacent to historic resources. Planting trees too close to a landmark may result in building deteriorate or blocked views and is inappropriate. • Climbing vines can damage historic structures and are not allowed. 1.14 Minimize the visual impacts of landscape lighting. • Landscape and pathway lighting is not permitted in Zone A (refer to diagram) on Aspen Victorian properties unless an exception is approved by HPC based on safety considerations. • Landscape, driveway, and pathway lighting on AspenModern properties is addressed on a case-by-case basis. • Landscape light fixtures should be carefully selected so that they are compatible with the building, yet recognizable as a product of their own time. • Driveway lighting is not permitted on Aspen Victorian properties. • Landscape uplighting is not allowed. 1.22 When a new retaining wall is necessary, its height and visibility should be minimized. • All wall materials, including veneer and mortar, will be reviewed on a case by case basis and should be compatible with the palette used on the historic structure. 1.23 Re-grading the site in a manner that changes historic grade is generally not allowed and will be reviewed on a case by case basis. 1.26 Preserve the historic circulation system. • Minimize the impact of new vehicular circulation. • Minimize the visual impact of new parking. • Maintain the separation of pedestrian and vehicle which occurred historically. 1.27 Preserve and maintain significant landscaping on site. • Protect established vegetation during any construction. • If any tree or shrub needs to be removed, replace it with the same or similar species. 27 Page 8 of 21 • New planting should be of a species used historically or a similar species. • Maintain and preserve any gardens and/or ornamental planting on the site. • Maintain and preserve any historic landscape elements. 2.1 Preserve original building materials. • Do not remove siding that is in good condition or that can be repaired in place. • Masonry features that define the overall historic character, such as walls, cornices, pediments, steps and foundations, should be preserved. • Avoid rebuilding a major portion of an exterior wall that could be repaired in place. Reconstruction may result in a building which no longer retains its historic integrity. • Original AspenModern materials may be replaced in kind if it has been determined that the weathering detracts from the original design intent or philosophy. 2.2 The finish of materials should be as it would have existed historically. • Masonry naturally has a water-protective layer to protect it from the elements. Brick or stone that was not historically painted shall not be painted. • If masonry that was not painted historically was given a coat of paint at some more recent time, consider removing it, using appropriate methods. • Wood should be painted, stained or natural, as appropriate to the style and history of the building. 2.3 Match the original material in composition, scale and finish when replacing materials on primary surfaces. • If the original material is wood clapboard for example, then the replacement material must be wood as well. It should match the original in size, and the amount of exposed lap and finish. • Replace only the amount required. If a few boards are damaged beyond repair, then only those should be replaced, not the entire wall. For AspenModern buildings, sometimes the replacement of a larger area is required to preserve the integrity of the design intent. 2.4 Do not use synthetic materials as replacements for original building materials. • Original building materials such as wood siding and brick should not be replaced with synthetic materials. 2.5 Covering original building materials with new materials is inappropriate. • Regardless of their character, new materials obscure the original, historically significant material. • Any material that covers historic materials may also trap moisture between the two layers. This will cause accelerated deterioration to the historic material which may go unnoticed. 2.6 Remove layers that cover the original material. • Once the non-historic siding is removed, repair the original, underlying material. 28 Page 9 of 21 3.1 Preserve the functional and decorative features of a historic window. • Features important to the character of a window include its frame, sash, muntins/mullions, sills, heads, jambs, moldings, operations, and groupings of windows. • Repair frames and sashes rather than replacing them. • Preserve the original glass. If original Victorian era glass is broken, consider using restoration glass for the repair. 3.2 Preserve the position, number, and arrangement of historic windows in a building wall. • Enclosing a historic window is inappropriate. • Do not change the size of an original window opening. 3.3 Match a replacement window to the original in its design. • If the original is double-hung, then the replacement window must also be double-hung. If the sash have divided lights, match that characteristic as well. 3.4 When replacing an original window, use materials that are the same as the original. 3.5 Preserve the size and proportion of a historic window opening. • Changing the window opening is not permitted. • Consider restoring an original window opening that was enclosed in the past. 3.6 Match, as closely as possible, the profile of the sash and its components to that of the original window. • A historic window often has a complex profile. Within the window’s casing, the sash steps back to the plane of the glazing (glass) in several increments. These increments, which individually only measure in eighths or quarters of inches, are important details. They distinguish the actual window from the surrounding plane of the wall. • The historic profile on AspenModern properties is typically minimal. 3.7 Adding new openings on a historic structure is generally not allowed. • Greater flexibility in installing new windows may be considered on rear or secondary walls. • New windows should be similar in scale to the historic openings on the building, but should in some way be distinguishable as new, through the use of somewhat different detailing, etc. • Preserve the historic ratio of window openings to solid wall on a façade. • Significantly increasing the amount of glass on a character defining façade will negatively affect the integrity of a structure. 4.1 Preserve historically significant doors. 29 Page 10 of 21 • Maintain features important to the character of a historic doorway. These include the door, door frame, screen door, threshold, glass panes, paneling, hardware, detailing, transoms and flanking sidelights. • Do not change the position and function of original front doors and primary entrances. • If a secondary entrance must be sealed shut, any work that is done must be reversible so that the door can be used at a later time, if necessary. Also, keep the door in place, in its historic position. • Previously enclosed original doors should be reopened when possible. 4.2 Maintain the original size of a door and its opening. • Altering its size and shape is inappropriate. It should not be widened or raised in height. 4.3 When a historic door or screen door is damaged, repair it and maintain its general historic appearance. 4.4 When replacing a door or screen door, use a design that has an appearance similar to the original door or a door associated with the style of the building. • A replica of the original, if evidence exists, is the preferred replacement. • A historic door or screen door from a similar building also may be considered. • Simple paneled doors were typical for Aspen Victorian properties. • Very ornate doors, including stained or leaded glass, are discouraged, unless photographic evidence can support their use. 4.5 Adding new doors on a historic building is generally not allowed. • Place new doors in any proposed addition rather than altering the historic resource. • Greater flexibility in installing a door in a new location may be considered on rear or secondary walls. • A new door in a new location should be similar in scale and style to historic openings on the building and should be a product of its own time. • Preserve the historic ratio of openings to solid wall on a façade. Significantly increasing the openings on a character defining façade negatively affects the integrity of a structure. 4.7 Preserve historic hardware. • When new hardware is needed, it must be in scale with the door and appropriate to the style of the building. • On Aspen Victorian properties, conceal any modern elements such as entry key pads. 5.1 Preserve an original porch or balcony. • Replace missing posts and railings when necessary. Match the original proportions, material and spacing of balusters. • Expanding the size of a historic porch or balcony is inappropriate. 30 Page 11 of 21 5.2 Avoid removing or covering historic materials and details. • Removing an original balustrade, for example, is inappropriate. 5.3 Enclosing a porch or balcony is not appropriate. • Reopening an enclosed porch or balcony is appropriate. 5.4 If reconstruction is necessary, match the original in form, character and detail. • Match original materials. • When reconstructing an original porch or balcony without historic photographs, use dimensions and characteristics found on comparable buildings. Keep style and form simple with minimal, if any, decorative elements. 5.5 If new steps are to be added, construct them out of the same primary materials used on the original, and design them to be in scale with the porch or balcony • Steps should be located in the original location. • Step width should relate to the scale of entry doors, spacing between posts, depth of deck, etc. • Brick, red sandstone, grey concrete, or wood are appropriate materials for steps. 5.6 Avoid adding handrails or guardrails where they did not exist historically, particularly where visible from the street. • If handrails or guardrails are needed according to building code, keep their design simple in character and different from the historic detailing on the porch or balcony. 6.1 Preserve significant architectural features. • Repair only those features that are deteriorated. • Patch, piece-in, splice, or consolidate to repair the existing materials, using recognized preservation methods whenever possible. • On AspenModern properties, repair is preferred, however, it may be more important to preserve the integrity of the original design intent, such as crisp edges, rather than to retain heavily deteriorated material. 6.2 When disassembly of a historic element is necessary for its restoration, use methods that minimize damage to the original material. • Document its location so it may be repositioned accurately. Always devise methods of replacing the disassembled material in its original configuration. 6.3 Remove only the portion of the detail that is deteriorated and must be replaced. • Match the original in composition, scale, and finish when replacing materials or features. 31 Page 12 of 21 • If the original detail was made of wood, for example, then the replacement material should be wood, when feasible. It should match the original in size and finish. 6.4 Repair or replacement of missing or deteriorated features are required to be based on original designs. • The design should be substantiated by physical or pictorial evidence to avoid creating a misrepresentation of the building’s heritage. • When reconstruction of an element is impossible because there is no historical evidence, develop a compatible new design that is a simplified interpretation of the original, and maintains similar scale, proportion and material. 6.5 Do not guess at “historic” designs for replacement parts. • Where scars on the exterior suggest that architectural features existed, but there is no other physical or photographic evidence, then new features may be designed that are similar in character to related buildings. • Using ornate materials on a building or adding new conjectural detailing for which there is no documentation is inappropriate. 7.1 Preserve the original form of a roof. • Do not alter the angle of a historic roof. Preserve the orientation and slope of the roof as seen from the street. • Retain and repair original and decorative roof detailing. • Where the original roof form has been altered, consider restoration. 7.2 Preserve the original eave depth. • Overhangs contribute to the scale and detailing of a historic resource. • AspenModern properties typically have very deep or extremely minimal overhangs that are key character defining features of the architectural style. 7.3 Minimize the visual impacts of skylights and other rooftop devices. • Skylights and solar panels are generally not allowed on a historic structure. These elements may be appropriate on an addition. 7.4 New vents should be minimized, carefully, placed and painted a dark color. • Direct vents for fireplaces are generally not permitted to be added on historic structures. • Locate vents on non-street facing facades. • Use historic chimneys as chases for new flues when possible. 7.5 Preserve original chimneys, even if they are made non-functional. • Reconstruct a missing chimney when documentation exists. 32 Page 13 of 21 7.7 Preserve original roof materials. • Avoid removing historic roofing material that is in good condition. When replacement is necessary, use a material that is similar to the original in both style as well as physical qualities and use a color that is similar to that seen historically. 7.8 New or replacement roof materials should convey a scale, color and texture similar to the original. • If a substitute is used, such as composition shingle, the roof material should be earth tone and have a matte, non-reflective finish. • Flashing should be in scale with the roof material. • Flashing should be tin, lead coated copper, galvanized or painted metal and have a matte, non-reflective finish. • Design flashing, such as drip edges, so that architectural details are not obscured. • A metal roof is inappropriate for an Aspen Victorian primary home but may be appropriate for a secondary structure from that time period. • A metal roof material should have a matte, non-reflective finish and match the original seaming. 7.9 Avoid using conjectural features on a roof. • Adding ornamental cresting, for example, where there is no evidence that it existed, creates a false impression of the building’s original appearance, and is inappropriate. 7.10 Design gutters so that their visibility on the structure is minimized to the extent possible. • Downspouts should be placed in locations that are not visible from the street if possible, or in locations that do not obscure architectural detailing on the building. • The material used for the gutters should be in character with the style of the building. 8.1 If an existing secondary structure is historically significant, then it must be preserved. • When treating a historic secondary building, respect its character-defining features. These include its materials, roof form, windows, doors, and architectural details. • If a secondary structure is not historically significant, then its preservation is optional. The determination of significance is based on documentation of the construction date of the outbuilding and/or physical inspection. A secondary structure that is related to the period of significance of the primary structure will likely require preservation. 8.3 Do not add detailing or features to a secondary structure that are conjectural and not in keeping with its original character as a utilitarian structure. • Most secondary structures are basic rectangular solids, with simple finishes and no ornamentation. 33 Page 14 of 21 8.4 When adding on to a secondary structure, distinguish the addition as new construction and minimize removal of historic fabric. • Additions to a secondary structure must be smaller in footprint than the original building and lower in height. Maintaining the overall mass and scale is particularly important. • Do not alter the original roof form. • An addition must be inset from the corners of the wall to which it attaches. 8.5 Preserve the original building materials, or match in kind when necessary. 8.6 Preserve original door and window openings and minimize new openings. • If an original carriage door exists, and can be made to function for automobile use, this is preferred. 8.8 Adaptation of an obsolete secondary structure to a functional use is encouraged. • The reuse of any secondary structure should be sensitive so that its character is not lost. 9.1 Developing a basement by underpinning and excavating while the historic structure remains in place may help to preserve the historic fabric. • This activity will require the same level of documentation, structural assessment, and posting of financial assurances as a building relocation. 9.2 Proposals to relocate a building will be considered on a case-by-case basis. • In general, on-site relocation has less of an impact on individual landmark structures than those in a historic district. • In a district, where numerous adjacent historic structures may exist, the way that buildings were placed on the site historically, and the open yards visible from the street are characteristics that should be respected in new development. • Provide a figure ground study of the surrounding parcels to demonstrate the effects of a building relocation. • In some cases, the historic significance of the structure, the context of the site, the construction technique, and the architectural style may make on-site relocation too impactful to be appropriate. It must be demonstrated that on-site relocation is the best preservation alternative in order for approval to be granted. • If relocation would result in the need to reconstruct a substantial area of the original exterior surface of the building above grade, it is not an appropriate preservation option. 9.3 Site a relocated structure in a position similar to its historic orientation. • It must face the same direction and have a relatively similar setback. In general, a forward movement, rather than a lateral movement is preferred. HPC will consider setback variations where appropriate. • A primary structure may not be moved to the rear of the parcel to accommodate a new building in front of it. 34 Page 15 of 21 • Be aware of potential restrictions against locating buildings too close to mature trees. Consult with the City Forester early in the design process. Do not relocate a building so that it becomes obscured by trees. 9.4 Position a relocated structure at its historic elevation above grade. • Raising the finished floor of the building slightly above its original elevation is acceptable if needed to address drainage issues. A substantial change in position relative to grade is inappropriate. • Avoid making design decisions that require code related alterations which could have been avoided. In particular, consider how the relationship to grade could result in non-historic guardrails, etc. 9.5 A new foundation shall appear similar in design and materials to the historic foundation. • On modest structures, a simple foundation is appropriate. Constructing a stone foundation on a miner’s cottage where there is no evidence that one existed historically is out of character and is not allowed. • Exposed concrete or painted metal flashing are generally appropriate. • Where a stone or brick foundation existed historically, it must be replicated, ideally using stone salvaged from the original foundation as a veneer. The replacement must be similar in the cut of the stone and design of the mortar joints. • New AspenModern foundations shall be handled on a case by case basis to ensure preservation of the design intent. 9.6 Minimize the visual impact of lightwells. • The size of any lightwell that faces a street should be minimized. • Lightwells must be placed so that they are not immediately adjacent to character defining features, such as front porches. • Lightwells must be protected with a flat grate, rather than a railing or may not be visible from a street. • Lightwells that face a street must abut the building foundation and generally may not “float” in the landscape except where they are screened, or on an AspenModern site. 9.7 All relocations of designated structures shall be performed by contractors who specialize in moving historic buildings, or can document adequate experience in successfully relocating such buildings. • The specific methodology to be used in relocating the structure must be approved by the HPC. • During the relocation process, panels must be mounted on the exterior of the building to protect existing openings and historic glass. Special care shall be taken to keep from damaging door and window frames and sashes in the process of covering the openings. Significant architectural details may need to be removed and securely stored until restoration. • The structure is expected to be stored on its original site during the construction process. Proposals for temporary storage on a different parcel will be considered on a case by case basis and may require special conditions of approval. • A historic resource may not be relocated outside of the City of Aspen. 35 Page 16 of 21 9.8 Proposals to relocate a building to a new site are highly discouraged. • Permanently relocating a structure from where it was built to a new site is only allowed for special circumstances, where it is demonstrated to be the only preservation alternative. 10.2 A more recent addition that is not historically significant may be removed. • For Aspen Victorian properties, HPC generally relies on the 1904 Sanborn Fire Insurance maps to determine which portions of a building are historically significant and must be preserved. • HPC may insist on the removal of non-historic construction that is considered to be detrimental to the historic resource in any case when preservation benefits or variations are being approved. 10.3 Design a new addition such that one’s ability to interpret the historic character of the primary building is maintained. • A new addition must be compatible with the historic character of the primary building. • An addition must be subordinate, deferential, modest, and secondary in comparison to the architectural character of the primary building. • An addition that imitates the primary building’s historic style is not allowed. For example, a new faux Victorian detailed addition is inappropriate on an Aspen Victorian home. • An addition that covers historically significant features is inappropriate. • Proposals on corner lots require particular attention to creating compatibility. 10.4 The historic resource is to be the focus of the property, the entry point, and the predominant structure as viewed from the street. • The historic resource must be visually dominant on the site and must be distinguishable against the addition. • The total above grade floor area of an addition may be no more than 100% of the above grade floor area of the original historic resource. All other above grade development must be completely detached. HPC may consider exceptions to this policy if two or more of the following are met: o The proposed addition is all one story o The footprint of the new addition is closely related to the footprint of the historic resource and the proposed design is particularly sensitive to the scale and proportions of the historic resource o The project involves the demolition and replacement of an older addition that is considered to have been particularly detrimental to the historic resource o The interior of the resource is fully utilized, containing the same number of usable floors as existed historically o The project is on a large lot, allowing the addition to have a significant setback from the street 36 Page 17 of 21 o There are no variance requests in the application other than those related to historic conditions that aren’t being changed o The project is proposed as part of a voluntary AspenModern designation, or o The property is affected by non-preservation related site specific constraints such as trees that must be preserved, Environmentally Sensitive Areas review, etc. 10.6 Design a new addition to be recognized as a product of its own time. • An addition shall be distinguishable from the historic building and still be visually compatible with historic features. • A change in setbacks of the addition from the historic building, a subtle change in material, or a modern interpretation of a historic style are all techniques that may be considered to help define a change from historic construction to new construction. • Do not reference historic styles that have no basis in Aspen. • Consider these three aspects of an addition; form, materials, and fenestration. An addition must relate strongly to the historic resource in at least two of these elements. Departing from the historic resource in one of these categories allows for creativity and a contemporary design response. • Note that on a corner lot, departing from the form of the historic resource may not be allowed. • There is a spectrum of appropriate solutions to distinguishing new from old portions of a development. Some resources of particularly high significance or integrity may not be the right instance for a contrasting addition. 10.8 Design an addition to be compatible in size and scale with the main building. • An addition that is lower than, or similar to the height of the primary building, is preferred. 10.9 If the addition is taller than a historic building, set it back from significant façades and use a “connector” to link it to the historic building. • Only a one-story connector is allowed. • Usable space, including decks, is not allowed on top of connectors unless the connector has limited visibility and the deck is shielded with a solid parapet wall. • In all cases, the connector must attach to the historic resource underneath the eave. • The connector shall be a minimum of 10 feet long between the addition and the primary building. • Minimize the width of the connector. Ideally, it is no more than a passage between the historic resource and addition. The connector must reveal the original building corners. The connector may not be as wide as the historic resource. • Any street-facing doors installed in the connector must be minimized in height and width and accessed by a secondary pathway. See guideline 4.1 for further information. 37 Page 18 of 21 10.10 Place an addition at the rear of a primary building or set it back substantially from the front to minimize the visual impact on the historic structure and to allow the original proportions and character to remain prominent. • Locating an addition at the front of a primary building is inappropriate. • Additions to the side of a primary building are handled on a case-by-case basis and are approved based on site specific constraints that restrict rear additions. • Additional floor area may also be located under the building in a basement which will not alter the exterior mass of a building. 10.11 Roof forms shall be compatible with the historic building. • A simple roof form that does not compete with the historic building is appropriate. • On Aspen Victorian properties, a flat roof may only be used on an addition to a gable roofed structure if the addition is entirely one story in height, or if the flat roofed areas are limited, but the addition is primarily a pitched roof. 10.12 Design an addition to a historic structure that does not destroy or obscure historically important architectural features. • Loss or alteration of architectural details, cornices, and eavelines must be avoided. 12.3 Exterior light fixtures should be simple in character. • The design of a new fixture should be appropriate in form, finish, and scale with the structure. • New fixtures should not reflect a different period of history than that of the affected building, or be associated with a different architectural style. • Lighting should be placed in a manner that is consistent with the period of the building, and should not provide a level of illumination that is out of character. • One light adjacent to each entry is appropriate on an Aspen Victorian residential structure. A recessed fixture, surface mounted light, pendant or sconce will be considered if suited to the building type or style. • On commercial structures and AspenModern properties, recessed lights and concealed lights are often most appropriate. 12.4 Minimize the visual impacts of utilitarian areas, such as mechanical equipment and trash storage. • Place mechanical equipment on the ground where it can be screened. • Mechanical equipment may only be mounted on a building on an alley façade. 38 Page 19 of 21 • Rooftop mechanical equipment or vents must be grouped together to minimize their visual impact. Where rooftop units are visible, it may be appropriate to provide screening with materials that are compatible with those of the building itself. Use the smallest, low profile units available for the purpose. • Window air conditioning units are not allowed. • Minimize the visual impacts of utility connections and service boxes. Group them in a discrete location. Use pedestals when possible, rather than mounting on a historic building. • Paint mechanical equipment in a neutral color to minimize their appearance by blending with their backgrounds • In general, mechanical equipment should be vented through the roof, rather than a wall, in a manner that has the least visual impact possible. • Avoid surface mounted conduit on historic structures. Staff Findings: The applicable sections of the design guidelines are as follows: site planning and landscape design, building materials, roofs, and new addition. Design Guideline 1.6 regarding walkways from the street to the entry of the historic residence is required to be simple, perpendicular from the street, and typically a width of about 3 feet. This guideline also states that paving materials for Victorian landmarks need to be materials that would have been used historically. The proposed stone pavers would introduce a new material to the historic resource. Staff recommends light grey concrete as the material for the proposed front walkway. Design Guideline 1.12 addresses site context for historic resources. Although 931 Gibson is not the original site for the historic resources, it is important that an appropriate context is created on receiving site. This means that the site is not over planted and areas around the resource that has street frontage must be visible. Simplicity and restraint are required. Staff finds that the proposed plantings create hedgerows along the property boundaries and trees and shrubs are proposed too close to one another. The Parks Department also provided comments that highlight concerns related to the density of plantings and issues for future growth. Staff recommends the reduction of plantings to comply with this Design Guideline and Park’s concern. Design Guideline 1.13 regarding planting material around the historic resource. The applicant created a buffer area filled with groundcover and mulch around the historic resources which is highly encouraged. This is to prevent plantings being located too close to the resource and covering important historic details and causing physical damage. This guideline calls out the inappropriateness of hedgerows and how they may impact the historic resources. Staff recommends the reduction of plantings to avoid creating hedgerows on this property. Design Guideline 1.14 calls for minimal landscape lighting, especially for pathways. The applicant proposes five fixtures that have a low profile leading up to the historic home. Staff finds these lighting fixtures to be minimal and appropriate; however, five fixtures is not considered appropriate since the basis for approval of pathway lighting is for safety considerations. Staff recommends a reduction of 39 Page 20 of 21 fixtures to the minimum number needed for safety considerations. It is typical that only one fixture is approved for a pathway in front of a Victorian landmark with a setback of 10’. The fixtures will also need to comply with lighting code standards in the municipal code. Design Guideline 7.4 related to maintaining the character of the historic roof by minimizing the installation of new vents. The applicant proposes to reconstruct the historic chimney according to the historic photograph. No other vents are proposed at this time. If any new venting features are required, staff recommends bringing this information to staff and monitor for review and approval. Design Guideline 7.10 related to downspouts and gutter styles and placement. No gutters are proposed at this time; however, if changes occur staff recommends bringing this information to staff and monitor for review and approval. Design Guideline 9.5 addresses the details related to a new foundation for a historic resource. The Victorian house and one-story addition was relocated to the site at 333 Park Avenue and evidence of the historic foundation have been lost with this initial move. The relocated historic resources will need a new foundation when moved to 931 Gibson and staff recommends either exposed concrete or factory finished painted metal flashing. If evidence can be found regarding the historic foundation material, the applicant may reconstruct the foundation using that material, otherwise, staff recommends using the simple alternatives listed above. Design Guideline 9.6 regarding visual impact of lightwells and other similar structures. This project proposes 3 lightwells and a skylight to bring natural light to the basement space. Two of the three lightwells are attached to the historic resource. Recently, staff is encountering tall curbs around these features that create a visual impact by covering historic detailing and features from view. These issues are being caught during site inspections because architectural representations differ from the structural drawings. These dimensions should be at their minimal height for the function they need to serve and for consistency of this dimension throughout all the structural plans. Design Guideline 9.8 indicates that relocation to a new site is highly discouraged, however, this project has received approval for relocation to a new site because it is not in its original site and relocation has been determined to provide the best historic preservation outcome for the two historic structures on 333 Park Avenue. Design Guideline 10.9 calls out the need for a connector when the new addition is taller than the highest point of the historic landmark. Due to a unique site condition where the lot is wider than it is deep, the addition is located to the side of the resource with a connecting element that is approximately 30’ long. Design Guideline 10.10 related to the placement of the new addition in relationship to the historic landmark to minimize visual impact are not met. Although the location of the new addition to the side of the historic landmark is seen as an acceptable location due to the lot configuration and the restoration 40 Page 21 of 21 of the historic footprint of the two relocated buildings, the forward placement of the new addition compared to the historic landmark creates a condition that does not minimize visual impact. In summary, staff recommends approval with conditions as outlined in the draft resolution. 41 Page 1 of 1 Exhibit B Referral Comments Parks Department: Dave Radeck and David Coon 1. The landscape development plan is too densely planted. Hedgerows are not permitted per City Code and as such, these trees will require to be planted in groups of two’s and three’s allowing room for future growth. 2. Please submit a two landscape plans, one showing proposed tree removals and the other proposed plantings. 3. Excavation along Gibson Avenue within the driplines of existing trees for additional plantings will need to be approved by the City Forester. 4. Move all stormwater piping out of driplines of trees. 5. Verify sidewalk requirements. 6. Can Sanitation line be relocated to minimize impacts to trees? Engineering Department: Justin Forman 1. Sidewalk – Sidewalk should be shown detached for as long as possible without negatively affecting trees. Applicant will need to work with Engineering/Parks to determine extent of detached and attached sidewalk. Additionally the plan does not show curb/gutter, please make sure that is included in building permit. The street roadway width cannot be reduced in size. 2. Driveway variance being 25 foot next to neighbors – Formal variance will be required on the driveway at time of permit submittal 3. Landscape/Utilities – There appears to be some conflicts with future utilities and landscaping items. Project will need to work through these issues during building permit. 42 RECEPTION#: 654054, R: $53.00, D: $0.00 DOC CODE: APPROVAL Pg 1 of 9, 02/19/2019 at 02:01:41 PM Janice K.Vos Caudill, Pitkin County, CO NOTICE OF APPROVAL FOR STREAM MARGIN EXEMPTION FOR THE PROPERTY LOCATED AT 333 PARK AVENUE, AS LEGALLY DESCRIBED IN EXHIBIT A. Parcel ID No. 2737-181-00-017 APPLICANT: BMH Investments, LTD 1001 FANNIN STREET,#3850 HOUSTON,TX 77002 SUBJECT&SITE OF AMENDMENT:333 Park Avenue ASPEN,CO 81611 SUMMARY: The applicant is requesting an administrative Stream Margin Exemption approval to demolish non-historic additions and stabilize the historic buildings that will remain on the site until they are relocated to 931 Gibson Avenue. REQUESTED REVIEW: Stream Margin Exemption per Section 26.435.04o.B related to proposed demolition of non-historic additions located within 100' of the Roaring Fork River's high water line. The Community Development Director is the final review authority. BACKGROUND: Historically designated in 1995 (Ordinance No. 4, Series of 1995), 333 Park Avenue contains two Victorian era structures moved to this location from Main Street in the 1960s. During this relocation, the front of the historic house was oriented to face the Roaring Fork River, and several bandit units were added around the historic structures over the years. City Council granted the applicant approval to relocate the two historic structures at 333 Park Avenue to 931 Gibson Avenue and historically designate 931 Gibson Avenue following the safe relocation of the historic structures to this site. Subsequently, the historic designation on 333 Park Avenue will be rescinded after relocation (Ordinance No. 22, Series of 2018). PROPOSAL: Prior to relocation of the two historic structures, the non-historic additions are to be removed and the remaining historic structures will be stabilized under the supervision of a structural engineer and relevant City departments. Asbestos and lead paint mitigation will occur before demolition of the non-historic additions. Other than structural elements needed to stabilize the remaining historic structures following abatement and demolition, no new development is proposed on this site for this approval. As part of this scope of work, the applicant requests the construction fencing be in place for a maximum time period of 18 months from building permit issuance. 333 Park Avenue Stream Margin Exemption Page I of 6 43 STAFF EVALUATION: Stream Margin Review is required because demolition is considered development; however, since no expansion is proposed there will be no increase in floor area or increase in site coverage within the ioo-year flood plan. The proposed demolition will not cause the remaining structure to extend any closer to the high water line and 333 Park Avenue does not have an approved building envelope. Following the demolition of existing non-historic additions, the remaining historic structures will remain on site until the building foundation is complete on the receiving site. Engineering and Construction Management Plan (CMP) regulations will require site stabilization on 333 Park Avenue following the removal of the non-historic additions. The criteria for erosion prevention and sediment control must be addressed. See the Stormwater Management section of the CMP Manual for more details. Site stabilization includes drainage patterns before and after demolition and irrigation and planting measures. The applicant must repair damaged areas within the Top of Slope and 15 feet setback to riparian condition as outlined within the Urban Runoff Management Plan (URMP). All disturbed areas must be established with reasonable completion to ensure the neighbors and river are not negatively affected. The proposal does not require the removal of any trees on the site for this scope of work. The proposed silt fence along the top of slope avoids disturbing the trees nearby. Additionally, the applicant proposes to place protective fencing around the trees located towards the south east corner of the property. Staff finds this application meets the required criteria for a Stream Margin Exemption. Please see Exhibit C for Review Criteria. Engineering and CMP reviews require site stabilization following demolition. According to the approvals granted by City Council, the allocation of any fee credits for demolition work on 333 Park Avenue shall remain with the parcel where the structures are currently located, and credits shall only be given for legally established floor area. The non- historic additions, including the basement, proposed for demolition are identified as bandit units that were not legally established, therefore, no reconstruction credits will be given for these units. As a result, the applicant requests a total floor area credit of 1,882.04 square feet for only the historic structures. Staff finds that the total floor area of the historic structures to be correct and the request for this credit is in compliance with the approved City Council ordinance. The applicant has requested for the construction fence to remain in place for a maximum of 18 months from building permit issuance for 333 Park Avenue. According to the CMP submitted with this application, the proposed construction fence is a 6-0" tall chain-link fence faced with 333 Park Avenue Stream Margin Exemption Page 2 of 6 44 a mesh visual screening material. The placement of this fence will include the public right-of- way and the east and west side yards of the property (Figure 1). The proposed fencing material is only permitted under CMP regulations (Section 4.5 of CMP) and the duration of construction fencing is defined by an active permit. Due to the unique conditions and scope of work on this site, there are concerns related to protecting the historic structures and securing the stream margin area. As a provisional approval, an extension of the CMP approved fence to remain up for no more than 30 days beyond the completion of work for the permit is permitted. Beyond this extension, the applicant is required to remove the construction fencing and any other aspects of construction mobilization, subject to the IBC/IRC code and the CMP Manual. For the purposes of securing the site, the applicant may submit for a fence permit that complies with the Land Use Code without additional stream margin review. fit RESOEMIQ STUTURE Proposed construction fence BEr Figure 1: Site plan with proposed construction fence and job site configuration 333 Park Avenue Stream Margin Exemption Page 3 of 6 45 Staff finds that the proposed construction fence meets the CMP requirements and will be permitted to remain with an active building permit, pursuant of Engineering and CMP review criteria. If no active work related to demolition and site stabilization occurs on site, following the 3o day extension, the applicant will be required to remove the construction fence but may apply for a fence permit as outlined in the conditions for approval. DECISION: The Community Development Director finds the application for Stream Margin Exemption to be consistent with the review criteria (Exhibit C) and thereby, APPROVES the request,with the following conditions: 1. Following is the anticipated permit order: o Repair Permit (#0003.2o19.ARBK). o Demolition Permit, which will include stabilization of the site. o Timing of relocation to 931 Gibson to be established through HPC review process. 2. At the time of issuance of demolition permit, the following is required: o Bond amount of$45,000 for the two historic buildings. o Narrative for irrigation and planting measures for immediate stabilization of the site after demolition. o Drainage patterns of the site before and after demolition. 3. The demolition calculations totaling 1,882.04 square feet for the two historic structures to remain as credits on 333 Park Avenue, is confirmed. 4. Pursuant to the CMP requirements, Section 3.2, public notification of surrounding neighbors within 300 ft radius will occur prior to work commencement. S. The following fencing is permitted: o Construction fence as approved in CMP for the repair permit may be extended to cover work occurring under the demolition permit. o The approved construction fence is permitted to remain up for no more than 30 days beyond final work in the demolition permit as a provisional approval. Construction fencing pursuant to another subsequent active permit within the 3o days shall supersede this request. o The applicant may submit for a fence permit that complies with height and materials in the Land Use Code without additional stream margin review for the purposes of site security, if one is needed following the removal of the construction fence. 333 Park Avenue Stream Margin Exemption Page 4 of 6 46 APPROVED BY: GIN"A-)i J ssica Garro j Date ommunity Development Director Attachments: Exhibit A - Legal Description (Recorded) Exhibit B - Demolition and Floor Area Calculations (Recorded) Exhibit C - Review Criteria and Staff Findings (In file) Exhibit D - Application (In file) 333 Park Avenue Stream Margin Exemption Page 5 of 6 47 EXHIBIT A: Legal Description of Address 333 Park Avenue A tract of land situated in the Southwest 1/4 of the Southeast 1/4 of Section 7 and in the Northwest 1/4 of the Northeast 1/4 of Section 18, Township 10 South, Range 84 West of the 6th P.M., Pitkin County, Colorado. Said tract is part of the Lone Pine M.S. 1910 and the Mollie Gibson Lode, M.S.4281 Am and is more fully described as follows: Beginning at the West Corner of Lot 1, Sunny Park Subdivision, whence corner No. 3 of said Mollie Gibson Lode bears N 43°40'00" W 146.00 feet and S ,38-00'00" W 100.00 feet; thence S 46°20'00" W 1o.00 feet to a point on the centerline of a road easement as shown on a plat recorded in Book 4 at Page 398 of the records of Pitkin County; thence following said centerline 16.23 feet along the arc of a curve to the left having a radius of 40.00 feet, the chord of which curve bears S 5597'30" E 16.12 feet; thence S 66° 55'00" E 49.99 feet along said centerline; thence S 32° 09'58" W 13.39 feet; thence S 50° 17'00" W 130.26 feet; thence N 340 17'00" W 59.99 feet; thence N 52° 40'00" E 34.33 feet; thence N 4340'00" W 32.60 feet; thence N 46. 20'00" E 86.00 feet; thence S 43° 40'oo" E 32.00 feet to the point of beginning. 333 Park Avenue Stream Margin Exemption Page 6 of 6 48 O l\3Y1tlbd349NQY'tfiN3!$tl]OAI[J O C C O b a.eJ EEE g YS OI j O z m y m_ 2 X W a g 00 s o a Y a0 b a t x O O a u O O r O H3 I a$ 49 vurodaa wmire reesvn io Q uaa o.Yry o c kis"" Al' isnOH NNVH IJMi roc N Z Z Z 90 25 f z O z el O 1 a a Y i ISI 9 E ` I y8 s 4 ! i u 3" i 3 . S II 7 3' f 50 Off' 1\3WLdtld3G 9NQIV1E N3c50>D li" U •n$$ 6 0ErR LL0 cV O 2 I~i p LL Q y Nf y i FFLL y ON NI m' n i T_________ -- tl 11 I d Q I I 1\ 1 I KS za FI 9 Q R d CC d C i i C A A 8 8 A d t r all re a asp 51 RESOLUTION #2, SERIES OF 2019 A RESOLUTION OF THE ASPEN HISTORIC PRESERVATION COMMISSION (HPC) GRANTING CONCEPTUAL MAJOR DEVELOPMENT REVIEW FOR THE PROPERTY LOCATED 931 GIBSON AVENUE, AS LEGALLY DESCRIBED IN ATTACHMENT A PARCEL ID: 2737-074-00-004 WHEREAS, the applicant, BMH Investments, LTD, represented by BendonAdams, LLC., has requested HPC approval for Conceptual Major Development for the property located at 931 Gibson Avenue, as legally described in Attachment A; and WHEREAS, Section 26.415.070 of the Municipal Code states that "no building or structure shall be erected, constructed, enlarged, altered, repaired, relocated or improved involving a designated historic property or district until plans or sufficient information have been submitted to the Community Development Director and approved in accordance with the procedures established for their review;" and WHEREAS, for Conceptual Major Development Review, the HPC must review the application, a staff analysis report and the evidence presented at a hearing to determine the project's conformance with the City of Aspen Historic Preservation Design Guidelines per Section 26.415.070.D.3.b.2 and 3 of the Municipal Code and other applicable Code Sections. The HPC may approve, disapprove, approve with conditions or continue the application to obtain additional information necessary to make a decision to approve or deny; and WHEREAS, HPC reviewed the project on February 27, 2019. HPC considered the application, the staff memo and public comments, and found the proposal consistent with the review standards and granted approval with conditions by a three to zero (3 to 0) vote. NOW, THEREFORE, BE IT RESOLVED: That HPC hereby approves Conceptual Major Development for 931 Gibson Avenue with the following conditions: Section 1: Conceptual Major Development Review HPC hereby approves Conceptual Major Development with the with the following conditions: 1.) At the time of demolition of non-historic additions, investigate the historic framing and materials on the north west elevation of the historic house where the connecting element is proposed with staff and monitor review and approval. 2.) Provide preliminary plans for drainage and stormwater mitigation for review at the time of Final review. Take the status of the Holy Cross Electric Easement into account. 1111111 111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII HPC Resolution #2, Series of 2019 RECEPTION#: 655614, R: $28.00, D: $0.00 Page 1 of 4 DOC CODE: RESOLUTION Pg 1 of 4, 04/3012019 at 03:10:19 PM Janice K.Vos Caudill, Pitkin County, CO 52 3.) Provide proposed layout for utilities and mechanical equipment for review at the time of Final review 4.) Provide floor area calculations of the existing house on 931 Gibson at the time of building permit application. Section 2: Approvals for Relocation, Demolition, Designation by City Council All approvals granted by City Council through Ordinance #22, Series of 2018 remain valid. Section 3: Project Phasing Project phasing shall be permitted in the following process: A. Applicant may apply for a relocation permit as part of the approval to move the historic structures from 333 Park Avenue to 931 Gibson following the approval for Conceptual Major Development and City Council call-up, but prior to Final Major Development approval. All bonds required as part of the City Council Ordinance #22, Series of 2018 and Administrative Stream Margin approval (Recorded at Reception No. 654054) shall be submitted to the City of Aspen prior to issuance of the relocation permit. B. The applicant must submit for a tree removal permit and the necessary plans required by the Parks Department prior to the issuance of the relocation permit. C. A development application for Final Major Development shall be submitted within one (1) year of the date of approval of a Conceptual Major Development plan. Failure to file such an application within this time period shall render null and void the approval of the Conceptual Development plan. Section 4: Impact Fees and School Land Dedication Any applicable fees shall be assessed at the time of building permit application submittal and paid at building permit issuance. The amount shall be calculated using the methodology and fee schedule in effect at the time of building permit submittal. The allocation of any fee credits for demolition work on 931 Gibson Avenue shall remain with the parcel where the structures are currently located. Credits shall only be given for legally established floor area. The demolition of the existing non-historic residence on 931 Gibson is approved for demolition. Section 5: Material Representations All material representations and commitments made by the Applicant pursuant to the development proposal approvals as herein awarded, whether in public hearing or documentation presented before the Community Development Department, the Historic Preservation Commission, or the Aspen City Council are hereby incorporated in such plan development approvals and the same shall be complied with as if fully set forth herein, unless amended by other specific conditions or an authorized authority. HPC Resolution #2, Series of 2019 Page 2 of 4 53 Section b: Existing Litigation This Resolution shall not affect any existing litigation and shall not operate as an abatement of any action or proceeding now pending under or by virtue of the ordinances repealed or amended as herein provided, and the same shall be conducted and concluded under such prior ordinances. Section 7: Severability If any section, subsection, sentence, clause, phrase, or portion of this Resolution is for any reason held invalid or unconstitutional in a court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and shall not affect the validity of the remaining portions thereof. APPROVED BY THE COMMISSION at its regular meeting on the 27" day of February, 2019• Approved as to Form: Approved as to Content: An rea Bryan, essistant City Attorney Gretc n Gree wood, C air ATTEST: L'ncla Manning, City Clerk HPC Resolution #2, Series of 2019 Page 3 of 4 54 ATTACHMENT A: Legal Description of Addresses 931 Gibson Avenue Parcel 1: A Parcel of Land situated in the Southeast '/4 of Section 7, Township 10 South. Range 84 West of the 6th Principal Meridian more fully described as follows: Beginning at a point whence corner No. 1 1 of the East Aspen Additional Townsite bears South 54°52'17" East 58.10 feet: Thence South 34°54'00" West 46.63 feet to The True Point of Beginning; Thence North 63°58'00" West 185.12 feet, Thence South 15°30"00" West 86.60 feet; Thence South 63°54'00'" East 155.54 feet; Thence North 34°45'00" East 88.30 feet to The Point of Beginning. Parcel 2: A Tract of Land situated in the Sunset Lode, U.S.M.S. No. 5310. being more fully described as follows: Beginning at a point on the Easterly side line of said Sunset Lode whence Corner No. 10 of East Aspen Additional Townsite bears North 34045' East 46.63 Feet; Thence North 63° 58' West 185.12 feet to a point on the Westerly side line of said Lode, Thence following said Westerly side line North 15°30"' East 17.03; Thence South 62°54'41'" East 150.27 feet: Thence 39.76 feet along the arc of a curve to the right having a radius of 295.57 feet to a point on said Easterly side; Thence following said Easterly side line South 34°45' West 10.70 feet to The Point of Beginning. Together with any property lying Northerly of the above described property and the Southerly line of Gibson Avenue. HPC Resolution #2, Series of 2019 Page 4 of 4 55 300 SO SPRING ST | 202 | ASPEN, CO 81611 970.925.2855 | BENDONADAMS.COM May 16, 2019 Aspen Historic Preservation Commission c/o Ms. Sarah Yoon City of Aspen 130 So. Galena St. Aspen, Colorado 81611 RE: 931 Gibson Avenue Final Review Application Dear Commission and Ms. Yoon: Please accept our application for Final Major Development for a single family residence at 931 Gibson Avenue. In July 2018, HPC supported the relocation of the two historic landmarks at 333 Park to 931 Gibson Avenue. In August 2018, City Council concurred with HPC’s recommendation and approved Ordinance 20-1028 (attached as Exhibit K) to allow the relocation of the landmark, and transfer of historic designation from 333 Park to 931 Gibson, with specific conditions of approval. The conditions of approval are: 1) A future lot split is prohibited unless approved by City Council Response – A single family residence is proposed. 2) The property shall contain a single driveway and single curb cut. Response – a single driveway and curb cut is proposed. 3) The property shall not be eligible for a floor area bonus, pursuant to Section 26.415.110.F, as may be amended. The property is hereby granted the establishment of one Transferrable Development Right (TDR), pursuant to Section 26.415.110.L. The establishment of this TDR shall be in addition to the underlying floor area allowed for the subject property, as prescribed in the underlying zone district. Response – A FAR bonus is not requested. No variations are requested in this application. 4) Install a continuous sidewalk along the subject property on Gibson Avenue in accordance to the Engineering Master Plan requirements pursuant to the Engineering Design Standards. Response – As noted on the proposed site plan, a sidewalk in front of the subject property will be installed pursuant to the Engineering Master Plan. In order to protect the historic landmarks at 333 Park, asbestos abatement and the stabilization of character defining features as approved by City Council via Ordinance 22-2018, Sections 1 & 7 is currently underway. On February 27, 2019, HPC adopted resolution #2-1019 granting conceptual approval and project phasing for the 931 Gibson project with the following conditions: 56 931 Gibson HPC Final Review 1.1 At the time of demolition of non-historic additions, investigate the historic framing and materials on the north west elevation of the historic house where the connecting element is proposed with staff and monitor review and approval. Response – 333 Park Avenue has completed asbestos abatement. Staff has inspected the framing onsite. 1.2 Provide preliminary plans for drainage and stormwater mitigation for review at the time of Final review. Take the status of the Holy Cross Electric Easement into account. Response – Preliminary plans for drainage and stormwater are included as Exhibit O. 1.3 Provide proposed layout for utilities and mechanical equipment for review at the time of Final review. Response – Utility and mechanical equipment locations are indicated in the drawing set and are mostly located in the southeast corner of the property at the rear of the new addition. Minor location changes may occur during building permit review. 1.4 Provide floor area calculations of the existing house on 931 Gibson at the time of building permit application. Response – Floor area calculations of the existing non-historic house at 931 Gibson will be submitted as part of the building permit application and are included in the attached drawing set for review. Figure 1: circa 1890s Main Street. 57 931 Gibson HPC Final Review Background The building located at 333 Park Avenue was originally located at 112/114 East Main Street. The two story Victorian style residence was built in 1889 by M.C. Jacobs. While located at 112/114 East Main Street, the building was initially a residence and was later operated as the Columbine Lodge by Mabel Beckerman in the 1950s. In the fall of 1961, Mabel ran an advertisement in the Aspen Times to sell the buildings on the property. The land had been purchased by Fritz Benedict to construct the Herbert Bayer and Fritz Benedict designed Pitkin County Library (currently Design Workshop). Dieter Bibbig and his mother Gertrude purchased the structures and moved them to their riverfront property at 333 Park Avenue. The front of the Victorian was positioned away from the road to face the Roaring Fork River and Aspen Mountain and the small one story addition shown below was moved to the side of the 333 Park property. Gertrude Bibbig operated a day care out of the house. Until recently, Dieter rented the property. In 2017 Dieter sold the home to the Hendry family. Historic Preservation Approach The request to relocate the two historic resources, after removing the non-historic additions, involves shifting the historic designation from 333 Park to 931 Gibson to guarantee that the property containing the landmarks is protected. All non-historic additions are proposed to be demolished prior to relocation of the resources (detailed preservation plan is included as Exhibit B). The proposal for Final Major Development Review is consistent with the Conceptual approval granted in February 2019. A summary of the design is found below. All pertinent final HP design guidelines are addressed in Exhibit A. Material samples will be presented to HPC at the hearing. Figure 2: Columbine Lodge Figure 3: Photograph in Aspen Times of one story historic addition. Figure 4: November 1964. Photograph taken from Roaring Fork River facing Red Mountain. Figures 5 & 6: Existing photographs of 333 Park landmark. 58 931 Gibson HPC Final Review We look forward to presenting this project to HPC. Please contact me if you would like more information to complete your review. sara@bendonadams.com or 970-925-2855. Kind Regards, Kind Regards, Sara Adams, AICP Principal BendonAdams, LLC Attachments: A - Final HP Design Guidelines. B – Preservation plan. C - Land Use application. D - Signed fee agreement. E - Pre-application summary. F - Proof of ownership. G – Authorization to represent. H – HOA form. I – Vicinity map. J – HPC meeting minutes Feb 29, 2019. K – HPC Resolution No. 2, 2019 granting Major Development Conceptual approval. L - List of owners within 300’. M – Stamped survey dated April 2019. N – Drawing set . O – Conceptual stormwater and grading plan. 59 Exhibit A Final Design Review Exhibit A – Final Design Review 26.415.070. Development involving designated historic property or property within a historic district. No building, structure or landscape shall be erected, constructed, enlarged, altered, repaired, relocated or improved involving a designated historic property or a property located within a Historic District until plans or sufficient information have been submitted to the Community Development Director and approved in accordance with the procedures established for their review. An application for a building permit cannot be submitted without a development order. b) The procedures for the review of conceptual development plans for major development projects are as follows: (1) The Community Development Director shall review the application materials submitted for conceptual or final development plan approval. If they are determined to be complete, the applicant will be notified in writing of this and a public hearing before the HPC shall be scheduled. Notice of the hearing shall be provided pursuant to Section 26.304.060.E.3 Paragraphs a, b and c. (2) Staff shall review the submittal material and prepare a report that analyzes the project's conformance with the design guidelines and other applicable Land Use Code sections. This report will be transmitted to the HPC with relevant information on the proposed project and a recommendation to continue, approve, disapprove or approve with conditions and the reasons for the recommendation. The HPC will review the application, the staff analysis report and the evidence presented at the hearing to determine the project's conformance with the City Historic Preservation Design Guidelines. Response: Applicable Design Guidelines are addressed below: Streetscape 1.1 All projects shall respect the historic development pattern or context of the block, neighborhood or district. • Building footprint and location should reinforce the traditional patterns of the neighborhood. • Allow for some porosity on a site. In a residential project, setback to setback development is typically uncharacteristic of the historic context. Do not design a project which leaves no useful open space visible from the street. Response – The proposed location of the landmark respects the original location on Main Street and is similar to other historic properties along Gibson Street and Matchless Street. 1.2 Preserve the system and character of historic streets, alleys, and ditches. When HPC input is requested, the following bullet points may be applicable. • Retain and preserve the variety and character found in historic alleys, including retaining historic ancillary buildings or constructing new ones. • Retain and preserve the simple character of historic ditches. Do not plant flowers or add landscape. • Abandoning or re-routing a street in a historic area is generally discouraged. • Consider the value of unpaved alleys in residential areas. 60 Exhibit A Final Design Review • Opening a platted right of way which was abandoned or never graded may be encouraged on a case by case basis. Response – n/a. 1.3 Remove driveways or parking areas accessed directly from the street if they were not part of the original development of the site. • Do not introduce new curb cuts on streets. • Non-historic driveways accessed from the street should be removed if they can be relocated to the alley. Response – n/a. 1.4 Design a new driveway or improve an existing driveway in a manner that minimizes its visual impact. • If an alley exists at the site, the new driveway must be located off it. • Tracks, gravel, light grey concrete with minimal seams, or similar materials are appropriate for driveways on Aspen Victorian properties. Response – City Council requires a single curb cut, which is proposed for the single family home. The driveway is proposed to be concrete. 1.5 Maintain the historic hierarchy of spaces. • Reflect the established progression of public to private spaces from the public sidewalk to a semi-public walkway, to a semi private entry feature, to private spaces. Response – The historic hierarchy of spaces will be restored at the 931 Gibson property, which is unattainable at the 333 Park property. A simple straight walkway from the street to the restored front porch, similar to that historically found along Main Street, is proposed at 931 Gibson. 1.6 Provide a simple walkway running perpendicular from the street to the front entry on residential projects. • Meandering walkways are not allowed, except where it is needed to avoid a tree or is typical of the period of significance. • Use paving materials that are similar to those used historically for the building style and install them in the manner that they would have been used historically. For example on an Aspen Victorian landmark set flagstone pavers in sand, rather than in concrete. Light grey concrete, brick or red sandstone are appropriate private walkway materials for most landmarks. • The width of a new entry sidewalk should generally be three feet or less for residential properties. A wider sidewalk may be appropriate for an AspenModern property. Response – A simple walkway with stone pavers perpendicular from the street to the front porch is proposed. Paving material will be proposed as part of the Final Review application. The width of the walkway will be about 3 feet. 61 Exhibit A Final Design Review 1.7 Provide positive open space within a project site. • Ensure that open space on site is meaningful and consolidated into a few large spaces rather than many small unusable areas. • Open space should be designed to support and complement the historic building. Response – Ample open space is proposed around the historic building as shown on the site plan. Open space is used to highlight the landmarks and existing trees and vegetation blocks views of the addition. 1.8 Consider stormwater quality needs early in the design process. • When included in the initial planning for a project, stormwater quality facilities can be better integrated into the proposal. All landscape plans presented for HPC review must include at least a preliminary representation of the stormwater design. A more detailed design must be reviewed and approved by Planning and Engineering prior to building permit submittal. • Site designs and stormwater management should provide positive drainage away from the historic landmark, preserve the use of natural drainage and treatment systems of the site, reduce the generation of additional stormwater runoff, and increase infiltration into the ground. Stormwater facilities and conveyances located in front of a landmark should have minimal visual impact when viewed from the public right of way. • Refer to City Engineering for additional guidance and requirements. Response – Storm water design is considered as part of the new site as is positive drainage away from the landmark in its new location at 931. There is a large amount of permeable undeveloped open space proposed on the property in the front, side and rear yards. 1.9 Landscape development on AspenModern landmarks shall be addressed on a case by case basis. Response – n/a. 1.10 Built-in furnishings, such as water features, fire pits, grills, and hot tubs, that could interfere with or block views of historic structures are inappropriate. • Site furnishings that are added to the historic property should not be intrusive or degrade the integrity of the neighborhood patterns, site, or existing historic landscape. • Consolidating and screening these elements is preferred. Response – Built-in grill area is proposed on the rear patio and will not be visible from the street or attached to the landmark. 1.11 Preserve and maintain historically significant landscaping on site, particularly landmark trees and shrubs. • Retaining historic planting beds and landscape features is encouraged. • Protect historically significant vegetation during construction to avoid damage. Removal of damaged, aged, or diseased trees must be approved by the Parks Department. • If a significant tree must be removed, replace it with the same or similar species in coordination with the Parks Department. • The removal of non-historic planting schemes is encouraged. 62 Exhibit A Final Design Review • Consider restoring the original landscape if information is available, including original plant materials. Response – The property is heavily vegetated along Gibson Avenue (see photos below). While there are no ‘landmark” trees and shrubs, the majority of the trees are to be protected during construction and maintained. 1.12 Provide an appropriate context for historic structures. See diagram. • Simplicity and restraint are required. Do not overplant a site, or install a landscape which is overtextured or overly complex in relationship to the historic resource, particularly in Zone A. In Zone A, new planting shall be species that were used historically or species of similar attributes. • In areas immediately adjacent to the landmark, Zone A and Zone B, plants up 42” in height, sod, and low shrubs are often appropriate. • Contemporary planting, walls and other features are not appropriate in Zone A. A more contemporary landscape may surround new development or be located in the rear of the property, in Zone C. • Do not cover areas which were historically unpaved with hard surfaces, except for a limited patio where appropriate. • Where residential structures are being adapted to commercial use, proposals to alter the landscape will be considered on a case-by-case basis. The residential nature of the building must be honored. • In the case of a historic landmark lot split, careful consideration should be given so as not to over plant either property, or remove all evidence of the landscape characteristics from before the property was divided. • Contemporary landscapes that highlight an AspenModern architectural style are encouraged. 63 Exhibit A Final Design Review Response – Simple landscaping is proposed for the site as shown on the landscape plan. Existing trees on the site are preserved. 1.13 Additions of plant material to the landscape that could interfere with or block views of historic structures are inappropriate. • Low plantings and ground covers are preferred. • Do not place trees, shrubs, or hedgerows in locations that will obscure, damage, or block significant architectural features or views to the building. Hedgerows are not allowed as fences. • Consider mature canopy size when planting new trees adjacent to historic resources. Planting trees too close to a landmark may result in building deteriorate or blocked views and is inappropriate. • Climbing vines can damage historic structures and are not allowed. Response – Low plants and ground cover will be used around the landmark to not obscure the extensive restoration that is proposed. Small rocks are proposed around the landmark to facilitate positive drainage. 1.14 Minimize the visual impacts of landscape lighting. • Landscape and pathway lighting is not permitted in Zone A (refer to diagram) on Aspen Victorian properties unless an exception is approved by HPC based on safety considerations. • Landscape, driveway, and pathway lighting on AspenModern properties is addressed on a case-by-case basis. • Landscape light fixtures should be carefully selected so that they are compatible with the building, yet recognizable as a product of their own time. • Driveway lighting is not permitted on Aspen Victorian properties. • Landscape uplighting is not allowed. Response – Landscape lighting is only proposed on the rear terrace that will not be visible from the street. 1.15 Preserve original fences. • Fences which are considered part of the historic significance of a site should not be moved, removed, or inappropriately altered. • Replace only those portions of a historic fence that are deteriorated beyond repair. • Replacement elements must match the existing. Response – An original fence does not exist and there is no documentation of an original fence in the historic photographs. Fencing is not proposed. 1.16 When possible, replicate a missing historic fence based on photographic evidence. Response – n/a. 1.17 No fence in the front yard is often the most appropriate solution. 64 Exhibit A Final Design Review • Reserve fences for back yards and behind street facing façades, as the best way to preserve the character of a property. Response – No fence is proposed at this time. 1.18 When building an entirely new fence, use materials that are appropriate to the building type and style. • The new fence should use materials that were used on similar properties during the period of significance. • A wood fence is the appropriate solution in most locations. • Ornate fences, including wrought iron, may create a false history are not appropriate for Aspen Victorian landmarks unless there is evidence that a decorative fence historically existed on the site. • A modest wire fence was common locally in the early 1900s and is appropriate for Aspen Victorian properties. This fence type has many desirable characteristics including transparency, a low height, and a simple design. When this material is used, posts should be simply detailed and not oversized. Response – n/a. 1.19 A new fence should have a transparent quality, allowing views into the yard from the street. • A fence that defines a front yard must be low in height and transparent in nature. • For a picket fence, spacing between the pickets must be a minimum of 1/2 the width of the picket. • For Post-WWII properties where a more solid type of fence may be historically appropriate, proposals will be reviewed on a case-by-case basis. • Fence columns or piers should be proportional to the fence segment. Response – n/a. 1.20 Any fence taller than 42” should be designed so that it avoids blocking public views of important features of a designated building. • A privacy fence should incorporate transparent elements to minimize the possible visual impacts. Consider staggering the fence boards on either side of the fence rail. This will give the appearance of a solid plank fence when seen head on. Also consider using lattice, or other transparent detailing on the upper portions of the fence. • A privacy fence should allow the building corners and any important architectural features that are visible from the street to continue to be viewed. • All hedgerows (trees, shrub bushes, etc.) are prohibited in Zones A and B. Response – n/a. 1.21 Preserve original retaining walls • Replace only those portions that are deteriorated beyond repair. Any replacement materials should match the original in color, texture, size and finish. 65 Exhibit A Final Design Review • Painting or covering a historic masonry retaining wall or covering is not allowed. • Increasing the height of a retaining wall is inappropriate. Response – n/a. 1.22 When a new retaining wall is necessary, its height and visibility should be minimized. • All wall materials, including veneer and mortar, will be reviewed on a case by case basis and should be compatible with the palette used on the historic structure. Response – A site wall is proposed along the driveway. 1.23 Re-grading the site in a manner that changes historic grade is generally not allowed and will be reviewed on a case by case basis. Response- Minor regrading is proposed. The historic relationship of the building to grade is proposed to be restored based on historic photographs of the building on Main Street. The framing in the secondary historic and the location of new siding on the 2 story landmark lead to the conclusion that there was either one tall step or two shorter steps between the landmark and the secondary historic. This is proposed to be restored so that the height of the secondary element aligns with the “ghost” created by new siding filled in the gap left when the secondary historic was removed. 1.24 Preserve historically significant landscapes with few or no alterations. • An analysis of the historic landscape and an assessment of the current condition of the landscape should be done before the beginning of any project. • The key features of the historic landscape and its overall design intent must be preserved. Response – n/a 1.25 New development on these sites should respect the historic design of the landscape and its built features. • Do not add features that damage the integrity of the historic landscape. • Maintain the existing pattern of setbacks and siting of structures. • Maintain the historic relationship of the built landscape to natural features on the site. • All additions to these landscapes must be clearly identifiable as recent work. • New artwork must be subordinate to the designed landscape in terms of placement, height, material, and overall appearance. Place new art away from significant landscape features. • Avoid installing utility trenches in cultural landscapes if possible. Response – There is no historic landscape design at 931 Gibson. 1.26 Preserve the historic circulation system. • Minimize the impact of new vehicular circulation. • Minimize the visual impact of new parking. • Maintain the separation of pedestrian and vehicle which occurred historically. 66 Exhibit A Final Design Review Response – Parking is located in a two car garage 55 feet away from the landmarks. Driveway length and location are minimized to the best extent practicable. 1.27 Preserve and maintain significant landscaping on site. • Protect established vegetation during any construction. • If any tree or shrub needs to be removed, replace it with the same or similar species. • New planting should be of a species used historically or a similar species. • Maintain and preserve any gardens and/or ornamental planting on the site. • Maintain and preserve any historic landscape elements. Response – Existing trees are preserved and protected in this proposal. Restoration Materials 2.1 Preserve original building materials. • Do not remove siding that is in good condition or that can be repaired in place. • Masonry features that define the overall historic character, such as walls, cornices, pediments, steps and foundations, should be preserved. • Avoid rebuilding a major portion of an exterior wall that could be repaired in place. Reconstruction may result in a building which no longer retains its historic integrity. • Original AspenModern materials may be replaced in kind if it has been determined that the weathering detracts from the original design intent or philosophy. 2.2 The finish of materials should be as it would have existed historically. • Masonry naturally has a water-protective layer to protect it from the elements. Brick or stone that was not historically painted shall not be painted. • If masonry that was not painted historically was given a coat of paint at some more recent time, consider removing it, using appropriate methods. • Wood should be painted, stained or natural, as appropriate to the style and history of the building. 2.3 Match the original material in composition, scale and finish when replacing materials on primary surfaces. • If the original material is wood clapboard for example, then the replacement material must be wood as well. It should match the original in size, and the amount of exposed lap and finish. • Replace only the amount required. If a few boards are damaged beyond repair, then only those should be replaced, not the entire wall. For AspenModern buildings, sometimes the replacement of a larger area is required to preserve the integrity of the design intent. 2.4 Do not use synthetic materials as replacements for original building materials. 67 Exhibit A Final Design Review • Original building materials such as wood siding and brick should not be replaced with synthetic materials. 2.5 Covering original building materials with new materials is inappropriate. • Regardless of their character, new materials obscure the original, historically significant material. • Any material that covers historic materials may also trap moisture between the two layers. This will cause accelerated deterioration to the historic material which may go unnoticed. 2.6 Remove layers that cover the original material. • Once the non-historic siding is removed, repair the original, underlying material. Response – Original material with integrity will be restored or repaired. Any replacement materials will match the original as described in Guideline 2.3, original building materials will not be covered. Any non-historic layers will be removed and either replaced or repaired with matching material. Gaps in the siding create challenges to properly insulate and waterproof the walls. In addition to gaps, some siding is beyond repair and needs replacement. Red tape in the photograph shows gaps in rear upper wall of the landmark. Please reference Exhibit B for the preservation plan. Windows 3.1 Preserve the functional and decorative features of a historic window. • Features important to the character of a window include its frame, sash, muntins/mullions, sills, heads, jambs, moldings, operations, and groupings of windows. • Repair frames and sashes rather than replacing them. • Preserve the original glass. If original Victorian era glass is broken, consider using restoration glass for the repair. 3.2 Preserve the position, number, and arrangement of historic windows in a building wall. • Enclosing a historic window is inappropriate. • Do not change the size of an original window opening. 3.3 Match a replacement window to the original in its design. • If the original is double-hung, then the replacement window must also be double-hung. If the sash have divided lights, match that characteristic as well. 68 Exhibit A Final Design Review 3.4 When replacing an original window, use materials that are the same as the original. 3.5 Preserve the size and proportion of a historic window opening. • Changing the window opening is not permitted. • Consider restoring an original window opening that was enclosed in the past. 3.6 Match, as closely as possible, the profile of the sash and its components to that of the original window. • A historic window often has a complex profile. Within the window’s casing, the sash steps back to the plane of the glazing (glass) in several increments. These increments, which individually only measure in eighths or quarters of inches, are important details. They distinguish the actual window from the surrounding plane of the wall. • The historic profile on AspenModern properties is typically minimal. 3.7 Adding new openings on a historic structure is generally not allowed. • Greater flexibility in installing new windows may be considered on rear or secondary walls. • New windows should be similar in scale to the historic openings on the building, but should in some way be distinguishable as new, through the use of somewhat different detailing, etc. • Preserve the historic ratio of window openings to solid wall on a façade. • Significantly increasing the amount of glass on a character defining façade will negatively affect the integrity of a structure. 3.8 Use a storm window to enhance energy conservation rather than replace a historic window. • Install a storm window on the interior, when feasible. This will allow the character of the original window to be seen from the public way. • If a storm window is to be installed on the exterior, match the sash design and material of the original window. It should fit tightly within the window opening without the need for sub- frames or panning around the perimeter. A storm window should not include muntins unless necessary for structure. Any muntin should be placed to match horizontal or vertical divisions of the historic window. 69 Exhibit A Final Design Review Response – Original window openings will be restored, including the original dormers if needed. Deconstruction of the interior may reveal original openings. Sash profile and other window details will match the original windows found on the upper floors. The large bay window adjacent to the front porch appears to have originally been a large double hung with a half round stained glass window above. We plan to restore this condition, working with staff and monitor; however, the stained glass window is missing, so we propose a simple clear glass fixed window instead. The one story landmark will be restored according to the historic framing uncovered during demolition and shown in the historic preservation plan. Doors 4.1 Preserve historically significant doors. • Maintain features important to the character of a historic doorway. These include the door, door frame, screen door, threshold, glass panes, paneling, hardware, detailing, transoms and flanking sidelights. • Do not change the position and function of original front doors and primary entrances. • If a secondary entrance must be sealed shut, any work that is done must be reversible so that the door can be used at a later time, if necessary. Also, keep the door in place, in its historic position. • Previously enclosed original doors should be reopened when possible. 4.2 Maintain the original size of a door and its opening. • Altering its size and shape is inappropriate. It should not be widened or raised in height. 4.3 When a historic door or screen door is damaged, repair it and maintain its general historic appearance. 4.4 When replacing a door or screen door, use a design that has an appearance similar to the original door or a door associated with the style of the building. • A replica of the original, if evidence exists, is the preferred replacement. • A historic door or screen door from a similar building also may be considered. • Simple paneled doors were typical for Aspen Victorian properties. • Very ornate doors, including stained or leaded glass, are discouraged, unless photographic evidence can support their use. 70 Exhibit A Final Design Review 4.5 Adding new doors on a historic building is generally not allowed. • Place new doors in any proposed addition rather than altering the historic resource. • Greater flexibility in installing a door in a new location may be considered on rear or secondary walls. • A new door in a new location should be similar in scale and style to historic openings on the building and should be a product of its own time. • Preserve the historic ratio of openings to solid wall on a façade. Significantly increasing the openings on a character defining façade negatively affects the integrity of a structure. 4.6 If energy conservation and heat loss are concerns, use a storm door instead of replacing a historic entry door. • Match the material, frame design, character, and color of the primary door. • Simple features that do not detract from the historic entry door are appropriate for a new storm door. • New screen doors should be in character with the primary door. 4.7 Preserve historic hardware. • When new hardware is needed, it must be in scale with the door and appropriate to the style of the building. • On Aspen Victorian properties, conceal any modern elements such as entry key pads. Response – Original door openings will be preserved and restored. The original front entrance and door will face the street and be restored as the primary entrance. Historic hardware remains on the exterior of the home, it will be stored during construction, and reused in its original location on the front door. Simple doors are proposed for the secondary historic home – there are no historic photographs of the doors available. Porch 5.1 Preserve an original porch or balcony. • Replace missing posts and railings when necessary. Match the original proportions, material and spacing of balusters. • Expanding the size of a historic porch or balcony is inappropriate. 5.2 Avoid removing or covering historic materials and details. • Removing an original balustrade, for example, is inappropriate. 5.3 Enclosing a porch or balcony is not appropriate. • Reopening an enclosed porch or balcony is appropriate. 5.4 If reconstruction is necessary, match the original in form, character and detail. 71 Exhibit A Final Design Review • Match original materials. • When reconstructing an original porch or balcony without historic photographs, use dimensions and characteristics found on comparable buildings. Keep style and form simple with minimal, if any, decorative elements. 5.5 If new steps are to be added, construct them out of the same primary materials used on the original, and design them to be in scale with the porch or balcony • Steps should be located in the original location. • Step width should relate to the scale of entry doors, spacing between posts, depth of deck, etc. • Brick, red sandstone, grey concrete, or wood are appropriate materials for steps. 5.6 Avoid adding handrails or guardrails where they did not exist historically, particularly where visible from the street. • If handrails or guardrails are needed according to building code, keep their design simple in character and different from the historic detailing on the porch or balcony. Response – The front porch will be restored to match the historic photographs of Mabel when the house was on Main Street. Some original front porch materials and turned posts still exist at 333 Park. Form, character and details will be repaired or replaced as deemed necessary by staff and monitor. Most of this work is expected to be finalized in the field. Please refer to Exhibit B for the preservation plan. Sanborn Maps indicate a side porch on the one story historic addition which is proposed to be restored. The details of the porch are unknown; we propose simple turned posts for the side porch. Architectural Details 6.1 Preserve significant architectural features. • Repair only those features that are deteriorated. • Patch, piece-in, splice, or consolidate to repair the existing materials, using recognized preservation methods whenever possible. • On AspenModern properties, repair is preferred, however, it may be more important to preserve the integrity of the original design intent, such as crisp edges, rather than to retain heavily deteriorated material. 6.2 When disassembly of a historic element is necessary for its restoration, use methods that minimize damage to the original material. • Document its location so it may be repositioned accurately. Always devise methods of replacing the disassembled material in its original configuration. 6.3 Remove only the portion of the detail that is deteriorated and must be replaced. • Match the original in composition, scale, and finish when replacing materials or features. • If the original detail was made of wood, for example, then the replacement material should be wood, when feasible. It should match the original in size and finish. 72 Exhibit A Final Design Review 6.4 Repair or replacement of missing or deteriorated features are required to be based on original designs. • The design should be substantiated by physical or pictorial evidence to avoid creating a misrepresentation of the building’s heritage. • When reconstruction of an element is impossible because there is no historical evidence, develop a compatible new design that is a simplified interpretation of the original, and maintains similar scale, proportion and material. 6.5 Do not guess at “historic” designs for replacement parts. • Where scars on the exterior suggest that architectural features existed, but there is no other physical or photographic evidence, then new features may be designed that are similar in character to related buildings. • Using ornate materials on a building or adding new conjectural detailing for which there is no documentation is inappropriate. Response – Architectural details will be repaired when possible. Any replacement pieces will be based on original design. While the building is in a deteriorated state, there are many original architectural details that will be restored and will guide accurate restoration of the landmark. Roof 7.1 Preserve the original form of a roof. • Do not alter the angle of a historic roof. Preserve the orientation and slope of the roof as seen from the street. • Retain and repair original and decorative roof detailing. • Where the original roof form has been altered, consider restoration. 7.2 Preserve the original eave depth. • Overhangs contribute to the scale and detailing of a historic resource. • AspenModern properties typically have very deep or extremely minimal overhangs that are key character defining features of the architectural style. 7.3 Minimize the visual impacts of skylights and other rooftop devices. • Skylights and solar panels are generally not allowed on a historic structure. These elements may be appropriate on an addition. 7.4 New vents should be minimized, carefully, placed and painted a dark color. • Direct vents for fireplaces are generally not permitted to be added on historic structures. • Locate vents on non-street facing facades. • Use historic chimneys as chases for new flues when possible. 73 Exhibit A Final Design Review 7.5 Preserve original chimneys, even if they are made non-functional. • Reconstruct a missing chimney when documentation exists. 7.6 A new dormer should remain subordinate to the historic roof in scale and character. • A new dormer is not appropriate on a primary, character defining façade. • A new dormer should fit within the existing wall plane. It should be lower than the ridgeline and set in from the eave. It should also be in proportion with the building. • The mass and scale of a dormer addition must be subordinate to the scale of the historic building. • While dormers improve the livability of upper floor spaces where low plate heights exist, they also complicate the roof and may not be appropriate on very simple structures. • Dormers are not generally not permitted on AspenModern properties since they are not characteristics of these building styles. 7.7 Preserve original roof materials. • Avoid removing historic roofing material that is in good condition. When replacement is necessary, use a material that is similar to the original in both style as well as physical qualities and use a color that is similar to that seen historically. 7.8 New or replacement roof materials should convey a scale, color and texture similar to the original. • If a substitute is used, such as composition shingle, the roof material should be earth tone and have a matte, non-reflective finish. • Flashing should be in scale with the roof material. • Flashing should be tin, lead coated copper, galvanized or painted metal and have a matte, non- reflective finish. • Design flashing, such as drip edges, so that architectural details are not obscured. • A metal roof is inappropriate for an Aspen Victorian primary home but may be appropriate for a secondary structure from that time period. • A metal roof material should have a matte, non-reflective finish and match the original seaming. 7.9 Avoid using conjectural features on a roof. • Adding ornamental cresting, for example, where there is no evidence that it existed, creates a false impression of the building’s original appearance, and is inappropriate. 7.10 Design gutters so that their visibility on the structure is minimized to the extent possible. • Downspouts should be placed in locations that are not visible from the street if possible, or in locations that do not obscure architectural detailing on the building. • The material used for the gutters should be in character with the style of the building. 8.1 If an existing secondary structure is historically significant, then it must be preserved. 74 Exhibit A Final Design Review • When treating a historic secondary building, respect its character-defining features. These include its materials, roof form, windows, doors, and architectural details. • If a secondary structure is not historically significant, then its preservation is optional. The determination of significance is based on documentation of the construction date of the outbuilding and/or physical inspection. A secondary structure that is related to the period of significance of the primary structure will likely require preservation. Response – The roof is proposed to be restored to its original configuration with the original dormers and the decorative tin roof material. The two existing dormers do not currently match – it is uncommon to have different dormers on a building of this style. The framing is inconclusive; therefore, the two dormers will remain as is. The dormers need support beams to meet structural requirements. Collar ties in the upper floor are proposed to be removed and replaced with a ridge beam for a vaulted ceiling in the bedroom. Gutters are not proposed at this time. The existing secondary structure will be restored to its original configuration behind the landmark. Secondary Historic Addition 8.2 Preserve a historic secondary building as a detached structure. • Any proposal to attach a secondary structure is reviewed on a case-by-case basis. • The position and orientation of the structure • should be maintained except when HPC finds that an alternative is the best preservation option. • Some AspenModern properties incorporated garages and carports into the architecture. This pattern should be maintained. 8.3 Do not add detailing or features to a secondary structure that are conjectural and not in keeping with its original character as a utilitarian structure. • Most secondary structures are basic rectangular solids, with simple finishes and no ornamentation. 8.4 When adding on to a secondary structure, distinguish the addition as new construction and minimize removal of historic fabric. • Additions to a secondary structure must be smaller in footprint than the original building and lower in height. Maintaining the overall mass and scale is particularly important. • Do not alter the original roof form. • An addition must be inset from the corners of the wall to which it attaches. 8.5 Preserve the original building materials, or match in kind when necessary. 8.6 Preserve original door and window openings and minimize new openings. 75 Exhibit A Final Design Review • If an original carriage door exists, and can be made to function for automobile use, this is preferred. 8.7 If a new garage door is added, it must be compatible with the character of the historic structure. • The materials and detailing should be simple. 8.8 Adaptation of an obsolete secondary structure to a functional use is encouraged. • The reuse of any secondary structure should be sensitive so that its character is not lost. 10.1 Preserve an older addition that has achieved historic significance in its own right. 10.2 A more recent addition that is not historically significant may be removed. • For Aspen Victorian properties, HPC generally relies on the 1904 Sanborn Fire Insurance maps to determine which portions of a building are historically significant and must be preserved. • HPC may insist on the removal of non-historic construction that is considered to be detrimental to the historic resource in any case when preservation benefits or variations are being approved. Response – The secondary historic addition was originally attached to the rear of the two story Victorian. The addition is proposed to be living space, which aligns with its historic use as an extension of the main house. Original openings are evident in the framing and will be restored. New Addition 10.1 Preserve an older addition that has achieved historic significant in its own right. Response – The historic one story addition is proposed to be preserved as noted above. 10.2 A more recent addition that is not historically significant may be removed. Response – Non-historic additions are to be removed as approved by City Council via Ordinance 22, Series of 2018. 10.3 Design a new addition such that one’s ability to interpret the historic character of the primary building is maintained. • A new addition must be compatible with the historic character of the primary building. 76 Exhibit A Final Design Review • An addition must be subordinate, deferential, modest, and secondary in comparison to the architectural character of the primary building. • An addition that imitates the primary building’s historic style is not allowed. For example, a new faux Victorian detailed addition is inappropriate on an Aspen Victorian home. • An addition that covers historically significant features is inappropriate. • Proposals on corner lots require particular attention to creating compatibility. Response – The proposed new addition has a similar rectangular gable roof form but is much more simplified to be secondary in comparison to the architectural character of the primary building. The addition is attached through a connecting element that is about 16 ft. wide and attached to the historic facade that has already been altered with the bandit units at 333 Park. The connecting element intersects beneath the restored fishscale band, and is setback from the corner board of the landmark. The addition details use brick patterns to reference some of the patterning in the landmark in a subtle and supportive way that is clearly a product of its own time. 10.4 The historic resource is to be the focus of the property, the entry point, and the predominant structure as viewed from the street. • The historic resource must be visually dominant on the site and must be distinguishable against the addition. • The total above grade floor area of an addition may be no more than 100% of the above grade floor area of the original historic resource. All other above grade development must be completely detached. HPC may consider exceptions to this policy if two or more of the following are met: o The proposed addition is all one story o The footprint of the new addition is closely related to the footprint of the historic resource and the proposed design is particularly sensitive to the scale and proportions of the historic resource o The project involves the demolition and replacement of an older addition that is considered to have been particularly detrimental to the historic resource o The interior of the resource is fully utilized, containing the same number of usable floors as existed historically o The project is on a large lot, allowing the addition to have a significant setback from the street o There are no variance requests in the application other than those related to historic conditions that aren’t being changed o The project is proposed as part of a voluntary AspenModern designation, or o The property is affected by non-preservation related site specific constraints such as trees that must be preserved, Environmentally Sensitive Areas review, etc. Response – 931 Gibson is about 15, 500 sf in size which is exponentially larger than typical historic lots found in the original townsite of Aspen. The ground floor comparison of historic versus the new two story addition is 1,267 sf historic floor area to 1,406 sf of new floor area. The connecting element is about 523 sf in size. A primary goal of this project is to fully utilize the historic landmark as integral to the home. Preservation of pocket doors, the original staircase, and the second floor are incorporated into the proposed project. These preservation decisions drove the request for a 30 ft. x 16 ft. connecting 77 Exhibit A Final Design Review element for a central kitchen that links the historic to the new addition. The above grade new addition is modest in size and footprint and is largely consumed by a two car garage and access to the large basement space (which houses most of the bedrooms) and the upper floor master bedroom suite. The project does not meet the suggested floor area restriction and requests an exception considering the following: o The footprint of the new addition is closely related to the footprint of the historic resource and the proposed design is particularly sensitive to the scale and proportions of the historic resource. The footprint of the addition is closely related to the footprint of the historic resource and the design is similar to the scale and proportions of the landmarks. o The project involves the demolition and replacement of an older addition that is considered to have been particularly detrimental to the historic resource. The project proposed substantial demolition and removal of non-historic additions that are detrimental to the landmarks, and a full restoration of two landmark buildings. o The interior of the resource is fully utilized, containing the same number of usable floors as existed historically. The interior of the resource is fully utilized including interior features that are not within HPC’s purview or required to be preserved including the original stair, original pocket doors, and original hardware. The second floor is proposed to remain and to function as a bedroom. o There are no variance requests in the application other than those related to historic conditions that aren’t being changed. There are no variance requests in this application. 10.5 On a corner lot, no portion of an addition to a one story historic resource may be more than one story tall, directly behind that resource, unless completely detached above grade by a distance of at least 10 feet. HPC may consider exceptions to this policy if two or more of the following are met: • The connector element that links the new and old construction is a breezeway or transparent corridor, well recessed from the streetfacing side(s) of the historic resource and the area of two story construction that appears directly behind the one story historic resource is minimal • The footprint of the new addition is closely related to the footprint of the historic resource and the proposed design is particularly sensitive to the scale and proportions of the historic resource • The project involves the demolition and replacement of an older addition that is considered to have been particularly detrimental to the historic resource • The interior of the resource is fully utilized, containing the same number of usable floors as existed historically • There are no variance requests in the application other than those related to historic conditions that aren’t being changed • The project is proposed as part of a voluntary AspenModern designation, or • The property is affected by non-preservation related site specific constraints such as trees that must be preserved, Environmentally Sensitive Areas review, etc. 78 Exhibit A Final Design Review Response – n/a. 10.6 Design a new addition to be recognized as a product of its own time. • An addition shall be distinguishable from the historic building and still be visually compatible with historic features. • A change in setbacks of the addition from the historic building, a subtle change in material, or a modern interpretation of a historic style are all techniques that may be considered to help define a change from historic construction to new construction. • Do not reference historic styles that have no basis in Aspen. • Consider these three aspects of an addition; form, materials, and fenestration. An addition must relate strongly to the historic resource in at least two of these elements. Departing from the historic resource in one of these categories allows for creativity and a contemporary design response. • Note that on a corner lot, departing from the form of the historic resource may not be allowed. • There is a spectrum of appropriate solutions to distinguishing new from old portions of a development. Some resources of particularly high significance or integrity may not be the right instance for a contrasting addition. Response – The addition is proposed to support the landmark through form and footprint. A simplified and modern interpretation of the historic detailing is proposed through brick application on the addition. Brick is a traditional material in Aspen that supports and does not compete with the decorative wood of the landmarks. Proposed windows are traditional in shape (rectangular), have a similar rhythm to the landmark windows, but feature divided lights that are clearly different from the landmark’s traditional double hung windows. 10.7 When planning an addition to a building in a historic district, preserve historic alignments on the street. • Some roof lines and porch eaves on historic buildings may align at approximately the same height. An addition can not be placed in a location where these relationships would be altered or obscured. Response – n/a. 10.8 Design an addition to be compatible in size and scale with the main building. • An addition that is lower than, or similar to the height of the primary building, is preferred. Response – The proposed addition is slightly taller than the landmark due in part to a change in grade on the site. The two story addition is 30 ft. away from the landmark and is largely obscured by the heavy vegetation that will be maintained on the site. The buildings are intended to read as separate with a one story connecting element that is setback from the front property line by 50 ft. The size and scale of the new addition is subordinate and supportive of the landmark. 10.9 If the addition is taller than a historic building, set it back from significant façades and use a “connector” to link it to the historic building. 79 Exhibit A Final Design Review • Only a one-story connector is allowed. • Usable space, including decks, is not allowed on top of connectors unless the connector has limited visibility and the deck is shielded with a solid parapet wall. • In all cases, the connector must attach to the historic resource underneath the eave. • The connector shall be a minimum of 10 feet long between the addition and the primary building. • Minimize the width of the connector. Ideally, it is no more than a passage between the historic resource and addition. The connector must reveal the original building corners. The connector may not be as wide as the historic resource. • Any street-facing doors installed in the connector must be minimized in height and width and accessed by a secondary pathway. See guideline 4.1 for further information. Response – This design guideline is geared more toward the traditional connecting element located behind a landmark to link new and old construction. This project is unique in that an original one story addition is proposed to be restored behind the landmark, which pushes a connecting element to the side of the landmark where there is already a non-historic addition proposed to be removed. The main entrance to the house uses the historic front porch and historic entry. The desire to maintain the historic stair and the second floor within the landmark, and the goal to not request any setback variations, resulted in a proposal for an above grade connecting element at the side of the landmarks to link old and new construction. The connector is located on the historic façade that is currently engulfed in non-historic additions at 333 Park. The reconstructed ‘exterior’ siding on the landmark is proposed to be carried through to become the ‘interior’ wall of the kitchen. The Gibson lot is just under 15,500 sf in size which allows the new two story construction to be pushed 25 ft away from the landmarks. The connecting element is one story in height with a rooftop deck. The connecting element is setback 50 ft from the property line at Gibson Avenue, minimizing any adverse visual impacts of the rooftop deck. Traditionally, connecting elements are 10 ft. long and serve as a hallway; however, the large size of the 931 Gibson lot supports a more useful connecting element that serves as the kitchen and the center of the home linking the historic to the new construction. Putting the kitchen in this area also allows the footprint of the new two story addition to reference the footprint of the landmarks. The north and south walls of the connector are glazing, and the south wall opens up to a patio. 10.10 Place an addition at the rear of a primary building or set it back substantially from the front to minimize the visual impact on the historic structure and to allow the original proportions and character to remain prominent. • Locating an addition at the front of a primary building is inappropriate. • Additions to the side of a primary building are handled on a case-by-case basis and are approved based on site specific constraints that restrict rear additions. • Additional floor area may also be located under the building in a basement which will not alter the exterior mass of a building. Response – The connecting element is setback from the front façade of the landmark by over 16 ft. The depth of the lot and the restored one story historic addition push the addition to the side of the primary 80 Exhibit A Final Design Review building. The majority of floor area for the project is located in the basement to alleviate above grade massing impacts on the landmark. 10.11 Roof forms shall be compatible with the historic building. • A simple roof form that does not compete with the historic building is appropriate. • On Aspen Victorian properties, a flat roof may only be used on an addition to a gable roofed structure if the addition is entirely one story in height, or if the flat roofed areas are limited, but the addition is primarily a pitched roof. Response – A gable roof is proposed for two story addition. A flat roof is proposed for the connecting element. 10.12 Design an addition to a historic structure that does not destroy or obscure historically important architectural features. • Loss or alteration of architectural details, cornices, and eavelines must be avoided. Response – The connecting element is attached to an area of the landmark that is already engulfed in a non-historic addition. The addition is tucked beneath the decorative fishscale band to not interrupt the restored architectural feature. 10.13 When constructing a rooftop addition, keep the mass and scale subordinate to that of the historic building. Response – n/a. 10.14 Set a rooftop addition back from the street facing façades to preserve the original profile of the historic resource. • Set the addition back from street facing façades a distance approximately equal to its height. Response – n/a. 10.15 The roof form of a rooftop addition must be in character with the historic building. Response – n/a. 81 BECKERMAN HOUSESITE PLAN - EXISTING CONDITIONS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKS931 Gibson Ave.Aspen, CO 81611City of Aspen Building Dept.HP-011/29/19 HPC REVIEW 15/20/19HPC REVIEW 27915 7920 7925 792 9 7929 79307931 7932 79337933 7934 7934 7935 793 6 7937 793779387940 7940 7941 794279437943 794479447935BUILDING ENVELOPEPROPERTY LINEEDGE OF EXISTING PAVEMENT 20' -0 "ROAD/UT IL ITY EASEMENT TOP OF SLOPE PER COA EXISTI N G DITCH FLOO D PLAIN LINE MEAN HIGH WATE R LINE EXISTING DITCH TOP OF SLOPE PER COA EDGE OF EXISTI N G PAVE M E N T SITE PLAN Scale: 1/8" = 1'-0"1 PARK AVE ROARING FORK RIVER HISTORIC RESOURCE HISTORIC RESOURCE NON-HISTORIC ADDITIONS SITE PHOTO 1 - LOOKING SOUTHWEST FROM ROAD EASEMENT NTS 2 SITE PHOTO 2 - LOOKING NORTHEAST FROM TOP OF SLOPE NTS 3 SITE PHOTO 3 - LOOKING SOUTHEAST FROM NEIGHBORS DRIVEWAY NTS 4 HISTORIC RESOURCE HISTORIC RESOURCE HISTORIC RESOURCE HISTORIC RESOURCE 82 BECKERMAN HOUSEFLOOR PLANS - EXISTING CONDITIONS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKS931 Gibson Ave.Aspen, CO 81611City of Aspen Building Dept.HP-021/29/19 HPC REVIEW 15/20/19HPC REVIEW 2Hot Tub KITCHEN 010 KITCHEN 002 LIVING 003 BEDROOM 004 MECHANICAL ROOM 005 BATH 006 STAIRWELL 007 BEDROOM 008 LIVING 009 BATH 011 PATIO 012 PATIO 013 BATH 001 17'-2" 02 12'-1 1/4" 03 25'-2" 0401 33'-1 1/4"B 4'-8"C A 21'-8 5/8"WB 14'-3 7/8"WC 4'-5"WD WA EXISTING BASEMENT PLAN Scale: 3/16" = 1'-0"1 ASSUMED HISTORIC RESOURCE Open to below KITCHEN 109 KITCHEN 101 FOYER 102 LIVING 103 DINING 104 BEDROOM 105 STAIRWELL 106 BEDROOM 107 LIVING 108 FOYER 110 BATH 111 DECK 112 DECK 113 ENTRY 114 ENTRY 115 CLO. 102A D-105 D-108 D-106 D-104 D-101D-102D-103D-1073 512 HP-071 4HP-071 4 123 HP-072 3412 HP-073 2 341 HP-074 W-B W-A W-C W-D 17'-2" 02 12'-1 1/4" 03 25'-2" 0401 33'-1 1/4"B 4'-8"C A 21'-8 5/8"WB 14'-3 7/8"WC 4'-5"WD WA EXISTING MAIN LEVEL PLAN Scale: 3/16" = 1'-0"2 ASSUMED HISTORIC RESOURCE ASSUMED HISTORIC RESOURCE ASSUMED HISTORIC RESOURCE HW.1HW.2HW.3 HW.4HW.5 HW.6HW.7HW.8HW.9HW.10HW.11 HW.12HW.13HW.14 HW.15HW.16HW.17 HW.18HW.19 GENERAL PLAN NOTES - EXISTING CONDITIONS 1. EXISTING ARCHITECTURAL ELEMENTS SHOULD BE EVALUATED FOR THEIR HISTORICAL RELEVANCE. 2. ANY HISTORICAL ARCHITECTURAL ELEMENT SHOULD BE USED AS TEMPLATES FOR NEW WORK AND FOR RESTORATION OF ELEMENTS. ALL NEW AND RESTORATION RELATED WORK SHOULD MATCH PROFILES OF EXISTING HISTORICAL MATERIALS. 3. THE PRINCIPLE AIM OF ANY WORK MUST BE TO HALT THE PROCESS OF DETERIORATION AND STABILIZE THE ITEM'S CONDITION. REPAIR IS A SECOND OPTION WHICH BECOMES NECESSARY ONLY WHERE PRESERVATION IS NOT SUFFICIENT TO ENSURE MID-TO LONG-TERM SURVIVAL. REPAIR SHOULD ALWAYS BE BASED ON THE FUNDAMENTAL PRINCIPLE OF MINIMAL DISTURBANCE. 4. THE TRUE EXTENT OF THE HISTORIC PLANS ARE UNKNOWN. A CAREFUL AND PROGRESSIVE DEMOLITON OF THE BUILDINGS MUST TAKE PLACE TO FULLY UNDERSTAND THE HISTORIC RESOURCES. 5. REGULAR INSPECTION FROM CITY OF ASPEN HPC MUST TAKE PLACE DURING DEMOLITION AND PROTECTIVE BRACING. 6. WORK SHALL BE PERFORMED IN A WORKMANLIKE OR CRAFTMANLIKE MANNER TO THE SATISFACTION OF THE OWNER, CITY OF ASPEN, STRUCTURAL ENGINEERS AND ARCHITECTS. 7. CONTRACTOR TO SCHEDULE MEETING WITH ARCHITECT, OWNER, AND CITY OF ASPEN PRIOR TO STARTING CONSTRUCTION TO REVIEW MATERIAL CONDITIONS AND DEFINE MATERIAL REPLACEMENT RUBRIC. SHEET SPECIFIC NOTES 1. LOREM IPSUM 83 BECKERMAN HOUSEFLOOR PLANS - EXISTING CONDITIONS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKS931 Gibson Ave.Aspen, CO 81611City of Aspen Building Dept.HP-031/29/19 HPC REVIEW 15/20/19HPC REVIEW 2BATH 203 HALL 202 BEDROOM 206 BEDROOM 207 BEDROOM 201 STAIR 204 CLOSET 205 ATTIC 208 ATTIC 209 D-201D-202D-203 D-204D-205 D-206 D-207W-A W-H W-EW-F W-G W-I 7 856 HP-077 10189 HP-076 3 42 HP-076 5 67 HP-076 3412 HP-077 1 23 HP-075 546 HP-075 10119 HP-075 87 HP-075 2 341 HP-078 17'-2" 02 12'-1 1/4" 03 25'-2" 0401 33'-1 1/4"B 4'-8"C A 21'-8 5/8"WB 14'-3 7/8"WC 4'-5"WD WA EXISTING MAIN LEVEL PLAN Scale: 3/16" = 1'-0"1 ASSUMED HISTORIC RESOURCE ASSUMED HISTORIC RESOURCE HW.20 HW.21HW.22HW.23 HW.24HW.25H W . 2 6HW.27HW.29 HW.28 HW.30HW.31HW.32HW.33 HW.34HW.35 HW.36HW.37HW.38HW.39HW.40 HW.41 HW.43 HW.42HW.44HW.46HW.45 HW.47 HW.48D-201D-202D-203 D-204D-205 D-206 D-207W-A W-H W-EW-F W-G W-I 17'-2" 02 12'-1 1/4" 03 25'-2" 0401 33'-1 1/4"B 4'-8"C A 21'-8 5/8"WB 14'-3 7/8"WC 4'-5"WD WA EXISTING UPPER LEVEL PLAN Scale: 3/16" = 1'-0"2 ASSUMED HISTORIC RESOURCE ASSUMED HISTORIC RESOURCE GENERAL PLAN NOTES - EXISTING CONDITIONS 1. EXISTING ARCHITECTURAL ELEMENTS SHOULD BE EVALUATED FOR THEIR HISTORICAL RELEVANCE. 2. ANY HISTORICAL ARCHITECTURAL ELEMENT SHOULD BE USED AS TEMPLATES FOR NEW WORK AND FOR RESTORATION OF ELEMENTS. ALL NEW AND RESTORATION RELATED WORK SHOULD MATCH PROFILES OF EXISTING HISTORICAL MATERIALS. 3. THE PRINCIPLE AIM OF ANY WORK MUST BE TO HALT THE PROCESS OF DETERIORATION AND STABILIZE THE ITEM'S CONDITION. REPAIR IS A SECOND OPTION WHICH BECOMES NECESSARY ONLY WHERE PRESERVATION IS NOT SUFFICIENT TO ENSURE MID-TO LONG-TERM SURVIVAL. REPAIR SHOULD ALWAYS BE BASED ON THE FUNDAMENTAL PRINCIPLE OF MINIMAL DISTURBANCE. 4. THE TRUE EXTENT OF THE HISTORIC PLANS ARE UNKNOWN. A CAREFUL AND PROGRESSIVE DEMOLITON OF THE BUILDINGS MUST TAKE PLACE TO FULLY UNDERSTAND THE HISTORIC RESOURCES. 5. REGULAR INSPECTION FROM CITY OF ASPEN HPC MUST TAKE PLACE DURING DEMOLITION AND PROTECTIVE BRACING. 6. WORK SHALL BE PERFORMED IN A WORKMANLIKE OR CRAFTMANLIKE MANNER TO THE SATISFACTION OF THE OWNER, CITY OF ASPEN, STRUCTURAL ENGINEERS AND ARCHITECTS. 7. CONTRACTOR TO SCHEDULE MEETING WITH ARCHITECT, OWNER, AND CITY OF ASPEN PRIOR TO STARTING CONSTRUCTION TO REVIEW MATERIAL CONDITIONS AND DEFINE MATERIAL REPLACEMENT RUBRIC. SHEET SPECIFIC NOTES 1. LOREM IPSUM 84 BECKERMAN HOUSEELEVATIONS - EXISTING CONDITIONS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKS931 Gibson Ave.Aspen, CO 81611City of Aspen Building Dept.HP-041/29/19 HPC REVIEW 15/20/19HPC REVIEW 2NORTH EAST ELEVATION - EXISTING Scale: 1/4" = 1'-0"1 ASSUMED HISTORIC RESOURCE ASSUMED HISTORIC RESOURCE ASSUMED HISTORIC RESOURCE SOUTH EAST ELEVATION - EXISTING Scale: 1/4" = 1'-0"2 ASSUMED HISTORIC RESOURCE ASSUMED HISTORIC RESOURCE11'-11 1/2"3'-4"ASSUMED HISTORIC RESOURCE NORTH EAST ELEVATION - EXISTING NTS 3 SOUTH EAST ELEVATION - EXISTING NTS 4 SHEET SPECIFIC NOTES 1. LOREM IPSUM GENERAL ELEVATION NOTES 1. FIELD VERIFY ALL DIMENSIONS. 2. COORDINATE ARCHITECTURAL STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS, NOTIFY THE ARCHITECT OF ANY CONFLICTS. 3. ALL INTERIOR PAINT FINISHES TO REMAIN. NEWI NTERIOR PAINT IS LIMITED TO ROOM 104. 4. PROVIDE BLOCKING, IN-FILL FRAMING, FURRING, AND SHIMS AS NECESSARY TO INSTALL AND RESTORE WALLS, CEILINGS, AND FLOORS. MODIFY EXISTING FRAMING AS NECESSARY TO ACCEPT: WALL & CEILING FINISHES, FLOORING, TRIM, AND ME EQUIPMENT. RESECURE ALL EXISTING FURRING, FRAMING, AND INTERIOR FINISHES. REPLACE ALL DETERIORATED FURRING, FRAMING, AND INTERIOR FINISHES AS NECESSARY. 5. REMOVE DEBRIS FROM INTERIOR OF STRUCTURE, BROOM CLEAN ALL SURFACES. 6. REMOVE ALL TEMPORARY STABILIZATION MEMBERS FOLLOWING STRUCTURAL REPAIRS. 7. WHEN POSSIBLE SALVAGED MATERIALS, STORED ON SITE, SHOULD BE USED FOR REPAIRS TO HISTORIC MATERIALS (SEE STORAGE LOG). 8. FLOORS CATALOGUE FLOORING, TEMPORARILY REMOVE FLOORING FOR STRUCTURAL REPAIRS, REINSTALL EXISTING FLOORING AND INFILL MISSING BOARDS WITH SALVAGED BOARDS STORED ON SITE, IF ADDITIONAL FLOORING IS REQUIRED MATCH EXISTING IN SIZE, PROFILE, AND MATERIAL. 9. CEILINGS CATALOGUE CEILING BOARDS ON FIRST FLOOR, TEMPORARILY REMOVE FOR STRUCTURAL REPAIRS AND INSTALLATION OF INSULATION, REINSTALL EXISTING CEILING AND INFILL MISSING BOARDS WITH SALVAGED BOARDS STORED ON SITE, IF ADDITIONAL CEILING BOARDS ARE REQUIRED MATCH EXISTING IN SIZE, PROFILE, AND MATERIAL. NEW STRUCTURAL MEMBERS TO BE INSTALLED AT SECOND FLOOR, FLOORING JOISTS WILL REQUIRE THE CEILING TO BE RE-INSTALLED ~1 3/4" LOWER THAN THE CURRENT LOCATION. 10. CATALOGUE, REMOVE, AND STORE CARDBOARD FROM ALL SURFACES. 11. EXISTING ARCHITECTURAL ELEMENTS SHOULD BE USED AS TEMPLATES FOR NEW WORK AND FOR RESTORATION OF ELEMENTS. ALL NEW AND RESTORATION RELATED WORK SHOULD MATCH PROFILES OF EXISTING MATERIALS UNLESS OTHERWISE NOTED. 12. THE PRINCIPLE AIM OF ANY WORK MUST BE TO HALT THE PROCESS OF DETERIORATION AND STABILIZE THE ITEM'S CONDITION. REPAIR IS A SECOND OPTION WHICH BECOMES NECESSARY ONLY WHERE PRESERVATION IS NOT SUFFICIENT TO ENSURE MID-TO LONG-TERM SURVIVAL. REPAIR SHOULD ALWAYS BE BASED ON THE FUNDAMENTAL PRINCIPLE OF MINIMAL DISTURBANCE. 13. REMOVE TEMPORARY STABILIZATION & CRIBBING MEMBERS AS REQUIRED TO COMPLETE STRUCTURAL REPAIRS, ALL STABILIZATION (INCLUDING BUT NOT LIMITED TO METAL I-BEAMS, WOOD, FASTENERS) AND CRIBBING ELEMENTS TO BE REMOVED PRIOR TO PROJECT COMPLETION. SHEET SPECIFIC NOTES: 1. LOREM IPSUM LAKSJDLKFJA;LSKJD 85 BECKERMAN HOUSEELEVATIONS - EXISTING CONDITIONS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKS931 Gibson Ave.Aspen, CO 81611City of Aspen Building Dept.HP-051/29/19 HPC REVIEW 15/20/19HPC REVIEW 2NORTH WEST ELEVATION - EXISTING Scale: 1/4" = 1'-0"2 ASSUMED HISTORIC RESOURCE SOUTH WEST ELEVATION - EXISTING Scale: 1/4" = 1'-0"1 ASSUMED HISTORIC RESOURCE ASSUMED HISTORIC RESOURCESOUTH WEST ELEVATION - EXISTING NTS 3 NORTH WEST ELEVATION - EXISTING NTS 4 SHEET SPECIFIC NOTES 1. LOREM IPSUM GENERAL ELEVATION NOTES 1. FIELD VERIFY ALL DIMENSIONS. 2. COORDINATE ARCHITECTURAL STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS, NOTIFY THE ARCHITECT OF ANY CONFLICTS. 3. ALL INTERIOR PAINT FINISHES TO REMAIN. NEWI NTERIOR PAINT IS LIMITED TO ROOM 104. 4. PROVIDE BLOCKING, IN-FILL FRAMING, FURRING, AND SHIMS AS NECESSARY TO INSTALL AND RESTORE WALLS, CEILINGS, AND FLOORS. MODIFY EXISTING FRAMING AS NECESSARY TO ACCEPT: WALL & CEILING FINISHES, FLOORING, TRIM, AND ME EQUIPMENT. RESECURE ALL EXISTING FURRING, FRAMING, AND INTERIOR FINISHES. REPLACE ALL DETERIORATED FURRING, FRAMING, AND INTERIOR FINISHES AS NECESSARY. 5. REMOVE DEBRIS FROM INTERIOR OF STRUCTURE, BROOM CLEAN ALL SURFACES. 6. REMOVE ALL TEMPORARY STABILIZATION MEMBERS FOLLOWING STRUCTURAL REPAIRS. 7. WHEN POSSIBLE SALVAGED MATERIALS, STORED ON SITE, SHOULD BE USED FOR REPAIRS TO HISTORIC MATERIALS (SEE STORAGE LOG). 8. FLOORS CATALOGUE FLOORING, TEMPORARILY REMOVE FLOORING FOR STRUCTURAL REPAIRS, REINSTALL EXISTING FLOORING AND INFILL MISSING BOARDS WITH SALVAGED BOARDS STORED ON SITE, IF ADDITIONAL FLOORING IS REQUIRED MATCH EXISTING IN SIZE, PROFILE, AND MATERIAL. 9. CEILINGS CATALOGUE CEILING BOARDS ON FIRST FLOOR, TEMPORARILY REMOVE FOR STRUCTURAL REPAIRS AND INSTALLATION OF INSULATION, REINSTALL EXISTING CEILING AND INFILL MISSING BOARDS WITH SALVAGED BOARDS STORED ON SITE, IF ADDITIONAL CEILING BOARDS ARE REQUIRED MATCH EXISTING IN SIZE, PROFILE, AND MATERIAL. NEW STRUCTURAL MEMBERS TO BE INSTALLED AT SECOND FLOOR, FLOORING JOISTS WILL REQUIRE THE CEILING TO BE RE-INSTALLED ~1 3/4" LOWER THAN THE CURRENT LOCATION. 10. CATALOGUE, REMOVE, AND STORE CARDBOARD FROM ALL SURFACES. 11. EXISTING ARCHITECTURAL ELEMENTS SHOULD BE USED AS TEMPLATES FOR NEW WORK AND FOR RESTORATION OF ELEMENTS. ALL NEW AND RESTORATION RELATED WORK SHOULD MATCH PROFILES OF EXISTING MATERIALS UNLESS OTHERWISE NOTED. 12. THE PRINCIPLE AIM OF ANY WORK MUST BE TO HALT THE PROCESS OF DETERIORATION AND STABILIZE THE ITEM'S CONDITION. REPAIR IS A SECOND OPTION WHICH BECOMES NECESSARY ONLY WHERE PRESERVATION IS NOT SUFFICIENT TO ENSURE MID-TO LONG-TERM SURVIVAL. REPAIR SHOULD ALWAYS BE BASED ON THE FUNDAMENTAL PRINCIPLE OF MINIMAL DISTURBANCE. 13. REMOVE TEMPORARY STABILIZATION & CRIBBING MEMBERS AS REQUIRED TO COMPLETE STRUCTURAL REPAIRS, ALL STABILIZATION (INCLUDING BUT NOT LIMITED TO METAL I-BEAMS, WOOD, FASTENERS) AND CRIBBING ELEMENTS TO BE REMOVED PRIOR TO PROJECT COMPLETION. SHEET SPECIFIC NOTES: 1. LOREM IPSUM LAKSJDLKFJA;LSKJD 86 BECKERMAN HOUSEELEVATIONS - EXISTING CONDITIONS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKS931 Gibson Ave.Aspen, CO 81611City of Aspen Building Dept.HP-061/29/19 HPC REVIEW 15/20/19HPC REVIEW 2NORTH WEST ROOF ELEVATION - EXISTING Scale: 1/4" = 1'-0"4 ASSUMED HISTORIC RESOURCE OUTLINE OF EXISTING ADDITION ALL HISTORIC RESOURCES IN THIS AREA ARE UNKNOWN. NEED TO BE DISCOVERED. ASSUMED HISTORIC RESOURCE SOUTH WEST ROOF ELEVATION - EXISTING NTS 3 NORTH WEST ROOF ELEVATION - EXISTING NTS 2 SHEET SPECIFIC NOTES 1. LOREM IPSUM GENERAL ELEVATION NOTES 1. FIELD VERIFY ALL DIMENSIONS. 2. COORDINATE ARCHITECTURAL STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS, NOTIFY THE ARCHITECT OF ANY CONFLICTS. 3. ALL INTERIOR PAINT FINISHES TO REMAIN. NEWI NTERIOR PAINT IS LIMITED TO ROOM 104. 4. PROVIDE BLOCKING, IN-FILL FRAMING, FURRING, AND SHIMS AS NECESSARY TO INSTALL AND RESTORE WALLS, CEILINGS, AND FLOORS. MODIFY EXISTING FRAMING AS NECESSARY TO ACCEPT: WALL & CEILING FINISHES, FLOORING, TRIM, AND ME EQUIPMENT. RESECURE ALL EXISTING FURRING, FRAMING, AND INTERIOR FINISHES. REPLACE ALL DETERIORATED FURRING, FRAMING, AND INTERIOR FINISHES AS NECESSARY. 5. REMOVE DEBRIS FROM INTERIOR OF STRUCTURE, BROOM CLEAN ALL SURFACES. 6. REMOVE ALL TEMPORARY STABILIZATION MEMBERS FOLLOWING STRUCTURAL REPAIRS. 7. WHEN POSSIBLE SALVAGED MATERIALS, STORED ON SITE, SHOULD BE USED FOR REPAIRS TO HISTORIC MATERIALS (SEE STORAGE LOG). 8. FLOORS CATALOGUE FLOORING, TEMPORARILY REMOVE FLOORING FOR STRUCTURAL REPAIRS, REINSTALL EXISTING FLOORING AND INFILL MISSING BOARDS WITH SALVAGED BOARDS STORED ON SITE, IF ADDITIONAL FLOORING IS REQUIRED MATCH EXISTING IN SIZE, PROFILE, AND MATERIAL. 9. CEILINGS CATALOGUE CEILING BOARDS ON FIRST FLOOR, TEMPORARILY REMOVE FOR STRUCTURAL REPAIRS AND INSTALLATION OF INSULATION, REINSTALL EXISTING CEILING AND INFILL MISSING BOARDS WITH SALVAGED BOARDS STORED ON SITE, IF ADDITIONAL CEILING BOARDS ARE REQUIRED MATCH EXISTING IN SIZE, PROFILE, AND MATERIAL. NEW STRUCTURAL MEMBERS TO BE INSTALLED AT SECOND FLOOR, FLOORING JOISTS WILL REQUIRE THE CEILING TO BE RE-INSTALLED ~1 3/4" LOWER THAN THE CURRENT LOCATION. 10. CATALOGUE, REMOVE, AND STORE CARDBOARD FROM ALL SURFACES. 11. EXISTING ARCHITECTURAL ELEMENTS SHOULD BE USED AS TEMPLATES FOR NEW WORK AND FOR RESTORATION OF ELEMENTS. ALL NEW AND RESTORATION RELATED WORK SHOULD MATCH PROFILES OF EXISTING MATERIALS UNLESS OTHERWISE NOTED. 12. THE PRINCIPLE AIM OF ANY WORK MUST BE TO HALT THE PROCESS OF DETERIORATION AND STABILIZE THE ITEM'S CONDITION. REPAIR IS A SECOND OPTION WHICH BECOMES NECESSARY ONLY WHERE PRESERVATION IS NOT SUFFICIENT TO ENSURE MID-TO LONG-TERM SURVIVAL. REPAIR SHOULD ALWAYS BE BASED ON THE FUNDAMENTAL PRINCIPLE OF MINIMAL DISTURBANCE. 13. REMOVE TEMPORARY STABILIZATION & CRIBBING MEMBERS AS REQUIRED TO COMPLETE STRUCTURAL REPAIRS, ALL STABILIZATION (INCLUDING BUT NOT LIMITED TO METAL I-BEAMS, WOOD, FASTENERS) AND CRIBBING ELEMENTS TO BE REMOVED PRIOR TO PROJECT COMPLETION. SHEET SPECIFIC NOTES: 1. LOREM IPSUM LAKSJDLKFJA;LSKJD SOUTH EAST ROOF ELEVATION - EXISTING Scale: 1/4" = 1'-0"1 ASSUMED HISTORIC RESOURCE 87 BECKERMAN HOUSEWALL DEMOLITION PLANS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKS931 Gibson Ave.Aspen, CO 81611City of Aspen Building Dept.HP-071/29/19 HPC REVIEW 15/20/19HPC REVIEW 2NOTES: 1.Demolition consists of removal of ALL NON-historic structures with a specific focus on detaching the landmark from site built elements and preparing it to be moved. All known and unknown historic elements to be protected. 3. All demolition to be progressively deconstructed in layers to determine historic materials and structure. Non-historic structural elements will not be demolished unless approved by a structural engineer in accordance to structural bracing plans. Wall F (west) Scale: 1/8" = 1'-0"F Wall C (south) Scale: 1/8" = 1'-0"C Hot Tub Basement Plan Scale: 1/8" = 1'-0"1 A B C F D E D-201D-202D-203 D-204D-205 D-206 D-207W-A W-H W-EW-F W-G W-I 2nd Level Plan Scale: 1/8" = 1'-0"3 A B C GH F E Attic Attic Open to below BATH 111 D-105 D-108 D-106 D-104 D-101D-102D-103D-107W-B W-A W-C W-D 1st Level Plan Scale: 1/8" = 1'-0"2 A B C F D E 2'-0"Wall A (north) Scale: 1/8" = 1'-0"A Wall B (east) Scale: 1/8" = 1'-0"BWall D (east) Scale: 1/8" = 1'-0"D Wall G (upper west) Scale: 1/8" = 1'-0"G Wall H (upper east) Scale: 1/8" = 1'-0"H Wall E (south) Scale: 1/8" = 1'-0"E 88 BECKERMAN HOUSEROOF DEMOLITION PLANS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKS931 Gibson Ave.Aspen, CO 81611City of Aspen Building Dept.HP-081/29/19 HPC REVIEW 15/20/19HPC REVIEW 2Roof Plan Scale: 1/8" = 1'-0"1 11.2:1212:1212:1211.2:12 12:12 12:1212:1212:1212:1212:120:0 8.4:12 8.4:12 0:04.4:122:1212:1212:1212:12 10.9:12 10.9:12 9.4:129.4:122:12Existing Historic Roof to Remain Existing Non-Historic Roof to be Removed NOTES: 1.Demolition consists of removal of ALL NON-historic structures with a specific focus on detaching the landmark from site built elements and preparing it to be moved. All known and unknown historic elements to be protected. 3. All demolition to be progressively deconstructed in layers to determine historic materials and structure. Non-historic structural elements will not be demolished unless approved by a structural engineer in accordance to structural bracing plans. 89 Thursday, June 14, 2018 851 and 855 Gibson Duplex and Pine Tree (top) & Lampost (bottom) Facing Northwest Facing Northwest 5 Thursday, June 14, 2018 Nearing the Intersection of Gibson and Neale (Electrical Lines can also be viewed) Facing Southeast Facing Northwest 6 Thursday, June 14, 2018 • As the truck moves down Gibson Ave. there is a tall pine (possibly bristlecone?) in the ROW in front of the duplex at 851 and 855 Gibson. This tree may need limbed up. It is across from the historic log cabin structure that is integrated into the wood plank fence. (see photo below). Shortly before this tree is a lamppost that will need to be evaluated if it needs to be removed temporarily. •The low hanging tree at 925 Gibson may need limbed up. •All other trees on Gibson should be able to be netted and pulled back. •At the intersection of Gibson and Neale there are some low- hanging electrical lines (Holy Cross). Thunder Construction is meeting with Holy Cross to review potential for disconnecting the service, lifting the wires, and or burying the wires under the road. 931 Gibson: Comments made at Landmark’s destination site •Cottonwoods on NW corner of lot may need removed to permit trailer and house to back up and unload properly. •Justin Forman stated that he did not believe this alternate route would pose any major issues with the Engineering Department and most of the review process will be dictated by Ian Gray of the Parks Department and Sarah Yoon of HPC. Street signs may need to be dropped along the way but in general this seemed to be a more preferable route for his department. Confirm with City of Aspen Electric if lampposts need removed. Justin advised that Aspen Electric would not be too excited about this, and if possible we should try to avoid it. •Ian Gray emphasized that the trees that held highest priority in his mind were the cottonwoods located on the destination property: 931 Gibson Ave property. His preference is to protect the cottonwoods on the NW corner of 931 Gibson. There are choke cherries and less valuable trees and shrubs East of these cottonwoods that can be removed or limbed up if needed. If Bill Bailey can drive past the lot and then back his trolley in to avoid removing the cottonwoods it is preferable. There is a utility pedestal next to the mailbox at 931 Gibson that may need reviewed if this approach is taken. As of now Ian is not sure that the cottonwoods will be permitted to be removed. If they are permitted… mitigation is a definite. •Patrick Harris stated that with regards to the Construction Management Plan, most of these items could and would be reviewed at the time the building permit was applied for. Pat reminded all parties that any neighbors within 300’ of the entire route should be notified, not just neighbors who are within 300’ of the originating and destination sites. 3 Thursday, June 14, 2018 Comments while walking to 931 Gibson via Park Ave. • Many of the same comments apply to getting the historic landmark out of the existing lot and out of the Park Ave. cul-de-sac. Please see comments above. • 414 Park Circle - Smuggler Mountain Apartments. There is a group of cottonwoods in the ROW on the east side of the street (see photo right) that have low hanging limbs. Ian Gray estimated that 4 limbs will need to be removed and/ or limbed up. • Parking spaces in the ROW may need to be reserved/rented at 409 and 415 Park Circle. These spaces are on the west side of the street across from the Smuggler Mountain Apartments. • The route from 409 Park to the start of South Ave. (or approximately the start of the Smuggler Mountain Trailer Park) is clear and there are no obstructions. • Shortly after the entrance to the Smuggler Trailer Park there are a group of aspens in the ROW on South Ave. that may need to be netted and pulled back to avoid damage to some limbs that are in close proximity to the vertical edge of the curb. (See photo right) • Turn left onto Gibson Ave. According to Googlemaps Gibson Ave. turns into Neale Ave and then back into Gibson Ave. The street names are used interchangeably from here on out. • After the intersection with Maple Lane there is a small speed bump. The tree at this location may need to be limbed up or netted. 2 Truck-Beams-Dolly Configuration for moving 333 Park Ave Rear truck tires Text Dolly tires BECKERMAN HOUSERELOCATION PLAN PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKS931 Gibson Ave.Aspen, CO 81611City of Aspen Building Dept.HP-091/29/19 HPC REVIEW 15/20/19HPC REVIEW 2Thursday, June 14, 2018 South Ave. between Race St. and Walnut St. Facing West Intersection of South Ave and Race Facing East 4 Thursday, June 14, 2018 F&M Architects 333 Park Landmark to 931 Gibson (#2) Route Walk-through #2 (via Park Ave.) Attendees: owners: Brian and Shelly Hendry owner representation: Monty Thompson, Thunder Construction Sara Adams, BendonAdams Flynn Stewart-Severy, F&M Architects Josh Rice, Woody Creek Engineering city representation: Sarah Yoon - City of Aspen - HPC Justin Forman - City of Aspen - Engineering Ian Gray, City of Aspen - Forrester Pat Harris, City of Aspen - CMP Key Original Comments New City Comments (Route Specific) New City Comments (General) Owner Team Comments For the sake of clarity many of the original walk-through comments remain in this document to reiterate that they are still required as part of the approval process. and will need to be addressed. 333 Park: Comments made at Landmark’s originating site •An agreement will be needed with all owners on our dead-end cul-de-sac of Park Ave. so that we can block their driveway/alley for a day +/-. •Police will need two week notice prior to the move. •Provide an outline to the City of schedule for moving both structures and estimated duration to move each structure. Which structure will be moved first? It was preliminarily estimated that each structure will take one day to move; however, the secondary historic structure will most likely be quicker as it is much smaller and clearances are much more manageable. •Justin Forman stated that the house will need to be moved in either April/May or September/ October. These are currently considered Aspen’s off-season windows. Ideally the move will occur between 10am and 3pm to avoid rush hour traffic conditions. •Address how emergency access will be handled during the move? •The bus route will be affected and will need to be temporarily modified. •Owner team will need to provide Bill Bailey’s trailer dimensions, specifically: wheel base dimensions and wheel track dimensions to confirm where anticipated pinch points will occur based on existing ROW widths and curbs. •Bill Bailey issued a diagram with dimensions to demonstrate the house loaded onto the truck beams and dolly. See Appendix A. Diagrams, Maps, and Pinch Point Elevational Schematics will be provided. •Bailey/Thunder to call dispatch at the beginning and end of each house pick. •Need to obtain copy of King St Park Ave & Gibson Ave. sidewalk plan - talk to Mike Horvath, City of Aspen Engineering. •Superfund Map shows that neither 931 Gibson, nor 333 Park Ave are superfund sites. 1 FRONT TRUCK TIRES REAR TRUCK TIRES HOUSE OUTLINE 25'X33' 45' LONG MAIN BEAMS DOUBLE I WELDED 60#/FT DOLLY TIRES BAILEY HOUSE MOVERS TRUCK-BEAMS-DOLLY CONFIGURATION FOR MOVING 333 PARK AVE TO 931 GIBSON AVE NOTE: BOTTOM OF FLOOR JOISTS WILL TRAVEL AT 3'-10" OR GREATER Map data ©2019 Google 200 ft 4 min 0.7 mile via Park Cir 3 min without trac Drive 0.7 mile, 4 min333 Park Ave, Aspen, CO 81611 to 931 Gibson Avenue, Aspen, CO RELOCATION ROUTE 90 BECKERMAN HOUSEPROPOSED HISTORIC MAIN LEVEL PLAN PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSHP.10931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 2GENERAL PLAN NOTES - EXISTING CONDITIONS 1. EXISTING ARCHITECTURAL ELEMENTS SHOULD BE EVALUATED FOR THEIR HISTORICAL RELEVANCE. 2. ANY HISTORICAL ARCHITECTURAL ELEMENT SHOULD BE USED AS TEMPLATES FOR NEW WORK AND FOR RESTORATION OF ELEMENTS. ALL NEW AND RESTORATION RELATED WORK SHOULD MATCH PROFILES OF EXISTING HISTORICAL MATERIALS. 3. THE PRINCIPLE AIM OF ANY WORK MUST BE TO HALT THE PROCESS OF DETERIORATION AND STABILIZE THE ITEM'S CONDITION. REPAIR IS A SECOND OPTION WHICH BECOMES NECESSARY ONLY WHERE PRESERVATION IS NOT SUFFICIENT TO ENSURE MID-TO LONG-TERM SURVIVAL. REPAIR SHOULD ALWAYS BE BASED ON THE FUNDAMENTAL PRINCIPLE OF MINIMAL DISTURBANCE. 4. THE TRUE EXTENT OF THE HISTORIC PLANS ARE UNKNOWN. A CAREFUL AND PROGRESSIVE DEMOLITON OF THE BUILDINGS MUST TAKE PLACE TO FULLY UNDERSTAND THE HISTORIC RESOURCES. 5. REGULAR INSPECTION FROM CITY OF ASPEN HPC MUST TAKE PLACE DURING DEMOLITION AND PROTECTIVE BRACING. 6. WORK SHALL BE PERFORMED IN A WORKMANLIKE OR CRAFTMANLIKE MANNER TO THE SATISFACTION OF THE OWNER, CITY OF ASPEN, STRUCTURAL ENGINEERS AND ARCHITECTS. 7. CONTRACTOR TO SCHEDULE MEETING WITH ARCHITECT, OWNER, AND CITY OF ASPEN PRIOR TO STARTING CONSTRUCTION TO REVIEW MATERIAL CONDITIONS AND DEFINE MATERIAL REPLACEMENT RUBRIC. SHEET SPECIFIC NOTES 1. LOREM IPSUM W-02W-04W-03D-01 W-01 D-04D-08W-05D-07porch DINING 104 LOUNGE 102 D-05 PANTRY 103 D-06 HISTORIC ENTRY 100 UP D-02 PWDR. 107D-03PARLOR 101 banquette/bar built-in built-in 100'-0" 99'-0" 98'-9" 99'-9" 100'-0" 100'-0" DN DN 98'-6" 12 A7.6 3 45 A7.6 6 789 A7.6 10111213 A7.6 98'-6" DN 14151617 A7.6 10111213 A7.7 FP 1'-8 1/4"98'-6" 6'-9"B 32'-11 1/4"C 17'-1"D A C CF G 25'-0" 0201 2 A3.1 HISTORIC MAIN LEVEL FLOOR PLAN Scale: 1/4" = 1'-0"1 ORIGINAL MININING CLAIM ART PLANTER HISTORIC FIREPLACE LOCATION 2 HP.14 HP.1311HP.14HP.13 2 ORIGINAL SLIDING DOORS PAVER 91 BECKERMAN HOUSEPROPOSED HISTORIC 2ND LEVEL PLAN PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSHP.11931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 2GENERAL PLAN NOTES - EXISTING CONDITIONS 1.EXISTING ARCHITECTURAL ELEMENTS SHOULD BE EVALUATED FOR THEIR HISTORICAL RELEVANCE. 2.ANY HISTORICAL ARCHITECTURAL ELEMENT SHOULD BE USED AS TEMPLATES FOR NEW WORK AND FOR RESTORATION OF ELEMENTS. ALL NEW AND RESTORATION RELATED WORK SHOULD MATCH PROFILES OF EXISTING HISTORICAL MATERIALS. 3. THE PRINCIPLE AIM OF ANY WORK MUST BE TO HALT THE PROCESS OF DETERIORATION AND STABILIZE THE ITEM'S CONDITION. REPAIR IS A SECOND OPTION WHICH BECOMES NECESSARY ONLY WHERE PRESERVATION IS NOT SUFFICIENT TO ENSURE MID-TO LONG-TERM SURVIVAL. REPAIR SHOULD ALWAYS BE BASED ON THE FUNDAMENTAL PRINCIPLE OF MINIMAL DISTURBANCE. 4. THE TRUE EXTENT OF THE HISTORIC PLANS ARE UNKNOWN. A CAREFUL AND PROGRESSIVE DEMOLITON OF THE BUILDINGS MUST TAKE PLACE TO FULLY UNDERSTAND THE HISTORIC RESOURCES. 5.REGULAR INSPECTION FROM CITY OF ASPEN HPC MUST TAKE PLACE DURING DEMOLITION AND PROTECTIVE BRACING. 6.WORK SHALL BE PERFORMED IN A WORKMANLIKE OR CRAFTMANLIKE MANNER TO THE SATISFACTION OF THE OWNER, CITY OF ASPEN, STRUCTURAL ENGINEERS AND ARCHITECTS. 7.CONTRACTOR TO SCHEDULE MEETING WITH ARCHITECT, OWNER, AND CITY OF ASPEN PRIOR TO STARTING CONSTRUCTION TO REVIEW MATERIAL CONDITIONS AND DEFINE MATERIAL REPLACEMENT RUBRIC. SHEET SPECIFIC NOTES 1. LOREM IPSUM cribW-10W-09W-06 W-07 W-08 W-12W-11W-12A D-12 D-11 GUEST SUITE 204 king BATH 202 Hall 200 dormer dormer D-10 CLOS. 203 open FP 110'-9" 110'-9" DND-096'-9"B 32'-11 1/4"C 17'-1"D A C CF G 25'-0" 0201 2 A3.1 HISTORIC 2ND LEVEL FLOOR PLAN Scale: 1/4" = 1'-0"1 HISTORIC FIREPLACE LOCATION 2 HP.14 HP.1311HP.14HP.13 2 92 BECKERMAN HOUSEPROPOSED HISTORIC ROOF PLAN PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSHP.12931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 2GENERAL PLAN NOTES - EXISTING CONDITIONS 1.EXISTING ARCHITECTURAL ELEMENTS SHOULD BE EVALUATED FOR THEIR HISTORICAL RELEVANCE. 2.ANY HISTORICAL ARCHITECTURAL ELEMENT SHOULD BE USED AS TEMPLATES FOR NEW WORK AND FOR RESTORATION OF ELEMENTS. ALL NEW AND RESTORATION RELATED WORK SHOULD MATCH PROFILES OF EXISTING HISTORICAL MATERIALS. 3. THE PRINCIPLE AIM OF ANY WORK MUST BE TO HALT THE PROCESS OF DETERIORATION AND STABILIZE THE ITEM'S CONDITION. REPAIR IS A SECOND OPTION WHICH BECOMES NECESSARY ONLY WHERE PRESERVATION IS NOT SUFFICIENT TO ENSURE MID-TO LONG-TERM SURVIVAL. REPAIR SHOULD ALWAYS BE BASED ON THE FUNDAMENTAL PRINCIPLE OF MINIMAL DISTURBANCE. 4. THE TRUE EXTENT OF THE HISTORIC PLANS ARE UNKNOWN. A CAREFUL AND PROGRESSIVE DEMOLITON OF THE BUILDINGS MUST TAKE PLACE TO FULLY UNDERSTAND THE HISTORIC RESOURCES. 5.REGULAR INSPECTION FROM CITY OF ASPEN HPC MUST TAKE PLACE DURING DEMOLITION AND PROTECTIVE BRACING. 6.WORK SHALL BE PERFORMED IN A WORKMANLIKE OR CRAFTMANLIKE MANNER TO THE SATISFACTION OF THE OWNER, CITY OF ASPEN, STRUCTURAL ENGINEERS AND ARCHITECTS. 7.CONTRACTOR TO SCHEDULE MEETING WITH ARCHITECT, OWNER, AND CITY OF ASPEN PRIOR TO STARTING CONSTRUCTION TO REVIEW MATERIAL CONDITIONS AND DEFINE MATERIAL REPLACEMENT RUBRIC. SHEET SPECIFIC NOTES 1. LOREM IPSUM 6'-9"B 32'-11 1/4"C 17'-1"D A C CF G 25'-0" 0201 2 A3.1 HISTORIC ROOF PLAN Scale: 1/4" = 1'-0"1 2 HP.14 HP.1311HP.14HP.13 2 HISTORIC CHIMNEY LOCATION 11.2:1211.2:12 12:1212:1212:12 10.9:1210.9:12 9.4:129.4:1212:12 12:122:12 HISTORIC TIN ROOFING HISTORIC TIN ROOFING NEW SHAKE ROOFING 12:1212:12 12:1293 BECKERMAN HOUSEPROPOSED HISTORIC ELEVATIONS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSHP.13931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 2SHEET SPECIFIC NOTES: 1. LOREM IPSUM LAKSJDLKFJA;LSKJD COLUMBINE LODGE HISTORICAL PHOTO NTS 3 1964 SECONDARY HISTORIC PHOTO NTS 4 GENERAL ELEVATION NOTES 1. FIELD VERIFY ALL DIMENSIONS. 2.COORDINATE ARCHITECTURAL STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS, NOTIFY THE ARCHITECT OF ANY CONFLICTS. 3. ALL INTERIOR PAINT FINISHES TO REMAIN. NEWI NTERIOR PAINT IS LIMITED TO ROOM 104. 4. PROVIDE BLOCKING, IN-FILL FRAMING, FURRING, AND SHIMS AS NECESSARY TO INSTALL AND RESTORE WALLS, CEILINGS, AND FLOORS. MODIFY EXISTING FRAMING AS NECESSARY TO ACCEPT: WALL & CEILING FINISHES, FLOORING, TRIM, AND ME EQUIPMENT. RESECURE ALL EXISTING FURRING, FRAMING, AND INTERIOR FINISHES. REPLACE ALL DETERIORATED FURRING, FRAMING, AND INTERIOR FINISHES AS NECESSARY. 5. REMOVE DEBRIS FROM INTERIOR OF STRUCTURE, BROOM CLEAN ALL SURFACES. 6. REMOVE ALL TEMPORARY STABILIZATION MEMBERS FOLLOWING STRUCTURAL REPAIRS. 7.WHEN POSSIBLE SALVAGED MATERIALS, STORED ON SITE, SHOULD BE USED FOR REPAIRS TO HISTORIC MATERIALS (SEE STORAGE LOG). 8.FLOORS CATALOGUE FLOORING, TEMPORARILY REMOVE FLOORING FOR STRUCTURAL REPAIRS, REINSTALL EXISTING FLOORING AND INFILL MISSING BOARDS WITH SALVAGED BOARDS STORED ON SITE, IF ADDITIONAL FLOORING IS REQUIRED MATCH EXISTING IN SIZE, PROFILE, AND MATERIAL. 9. CEILINGS CATALOGUE CEILING BOARDS ON FIRST FLOOR, TEMPORARILY REMOVE FOR STRUCTURAL REPAIRS AND INSTALLATION OF INSULATION, REINSTALL EXISTING CEILING AND INFILL MISSING BOARDS WITH SALVAGED BOARDS STORED ON SITE, IF ADDITIONAL CEILING BOARDS ARE REQUIRED MATCH EXISTING IN SIZE, PROFILE, AND MATERIAL. NEW STRUCTURAL MEMBERS TO BE INSTALLED AT SECOND FLOOR, FLOORING JOISTS WILL REQUIRE THE CEILING TO BE RE-INSTALLED ~1 3/4" LOWER THAN THE CURRENT LOCATION. 10.CATALOGUE, REMOVE, AND STORE CARDBOARD FROM ALL SURFACES. 11.EXISTING ARCHITECTURAL ELEMENTS SHOULD BE USED AS TEMPLATES FOR NEW WORK AND FOR RESTORATION OF ELEMENTS. ALL NEW AND RESTORATION RELATED WORK SHOULD MATCH PROFILES OF EXISTING MATERIALS UNLESS OTHERWISE NOTED. 12.THE PRINCIPLE AIM OF ANY WORK MUST BE TO HALT THE PROCESS OF DETERIORATION AND STABILIZE THE ITEM'S CONDITION. REPAIR IS A SECOND OPTION WHICH BECOMES NECESSARY ONLY WHERE PRESERVATION IS NOT SUFFICIENT TO ENSURE MID-TO LONG-TERM SURVIVAL. REPAIR SHOULD ALWAYS BE BASED ON THE FUNDAMENTAL PRINCIPLE OF MINIMAL DISTURBANCE. 13.REMOVE TEMPORARY STABILIZATION & CRIBBING MEMBERS AS REQUIRED TO COMPLETE STRUCTURAL REPAIRS, ALL STABILIZATION (INCLUDING BUT NOT LIMITED TO METAL I-BEAMS, WOOD, FASTENERS) AND CRIBBING ELEMENTS TO BE REMOVED PRIOR TO PROJECT COMPLETION. FINISHED GRADE NORTH ELEVATION SCALE: 1/4" = 1'-0"1 ELEVATION AT 1/3 SPAN OF ROOF 119'-7 1/2" 12 12 HISTORIC ROOF PITCH V.I.F. LIGHTWELL W/ GRATE BYND. HISTORIC BRICK CHIMENY TO BE REBUILT PER HISTORIC PHOTOS 3'-8"GLASS RAILING HELD OFF HIST. RAKE ORNAMENT HISTORIC WINDOW T.O. HISTORIC UPPER LEVEL FF 110'-9" T.O. HISTORIC MAIN LEVEL FF 100'-0" 25'-0" 02 01 TRANSVERSE SECTION EAST - HISTORIC SCALE: 1/4" = 1'-0"2 FINISHED GRADE FINISHED GRADE T.O. ROOF DECK 109'-0" T.O. PLY @ MAIN LEVEL 98'-6" T.O. HISTORIC 1ST LEVEL 100'-0" 12 12 HOLD OFF ROOF FROM HISTORIC CORNER BOARD RE-CREATE HISTORIC CHIMNEY NEW CLASS A CEDAR SHAKE ROOFING LIGHTWELL W/ GRATE BYND. PERMANENT GRILLING FEATURE ZONE HEIGHT LIMIT NATURAL GRADE T.O. HISTORIC 2ND LEVEL 109'-10" 15'-10 1/4"2'-3" GREEN ROOF KITCHEN GLASS RAILINGS DO NOT ATTACH TO HISTORIC LIGHTWELL W/ GRATE1'-4"9'-2"2'-3" GREEN ROOF 6'-9" B 32'-11 1/4" C 17'-1" D AACFG 2 HP.18 3 HP.18 1 HP.23 1 HP.16 1 HP.21 4 HP.22 5 HP.23 94 BECKERMAN HOUSEPROPOSED HISTORIC ELEVATIONS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSHP.14931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 2SHEET SPECIFIC NOTES: 1. LOREM IPSUM LAKSJDLKFJA;LSKJD HISTORICAL FIRE MAP NTS 3 HISTORICAL AERIAL PHOTO NTS 4 HISTORICAL MOVING PHOTO NTS 5 GENERAL ELEVATION NOTES 1. FIELD VERIFY ALL DIMENSIONS. 2.COORDINATE ARCHITECTURAL STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS, NOTIFY THE ARCHITECT OF ANY CONFLICTS. 3. ALL INTERIOR PAINT FINISHES TO REMAIN. NEWI NTERIOR PAINT IS LIMITED TO ROOM 104. 4. PROVIDE BLOCKING, IN-FILL FRAMING, FURRING, AND SHIMS AS NECESSARY TO INSTALL AND RESTORE WALLS, CEILINGS, AND FLOORS. MODIFY EXISTING FRAMING AS NECESSARY TO ACCEPT: WALL & CEILING FINISHES, FLOORING, TRIM, AND ME EQUIPMENT. RESECURE ALL EXISTING FURRING, FRAMING, AND INTERIOR FINISHES. REPLACE ALL DETERIORATED FURRING, FRAMING, AND INTERIOR FINISHES AS NECESSARY. 5. REMOVE DEBRIS FROM INTERIOR OF STRUCTURE, BROOM CLEAN ALL SURFACES. 6. REMOVE ALL TEMPORARY STABILIZATION MEMBERS FOLLOWING STRUCTURAL REPAIRS. 7.WHEN POSSIBLE SALVAGED MATERIALS, STORED ON SITE, SHOULD BE USED FOR REPAIRS TO HISTORIC MATERIALS (SEE STORAGE LOG). 8.FLOORS CATALOGUE FLOORING, TEMPORARILY REMOVE FLOORING FOR STRUCTURAL REPAIRS, REINSTALL EXISTING FLOORING AND INFILL MISSING BOARDS WITH SALVAGED BOARDS STORED ON SITE, IF ADDITIONAL FLOORING IS REQUIRED MATCH EXISTING IN SIZE, PROFILE, AND MATERIAL. 9. CEILINGS CATALOGUE CEILING BOARDS ON FIRST FLOOR, TEMPORARILY REMOVE FOR STRUCTURAL REPAIRS AND INSTALLATION OF INSULATION, REINSTALL EXISTING CEILING AND INFILL MISSING BOARDS WITH SALVAGED BOARDS STORED ON SITE, IF ADDITIONAL CEILING BOARDS ARE REQUIRED MATCH EXISTING IN SIZE, PROFILE, AND MATERIAL. NEW STRUCTURAL MEMBERS TO BE INSTALLED AT SECOND FLOOR, FLOORING JOISTS WILL REQUIRE THE CEILING TO BE RE-INSTALLED ~1 3/4" LOWER THAN THE CURRENT LOCATION. 10.CATALOGUE, REMOVE, AND STORE CARDBOARD FROM ALL SURFACES. 11.EXISTING ARCHITECTURAL ELEMENTS SHOULD BE USED AS TEMPLATES FOR NEW WORK AND FOR RESTORATION OF ELEMENTS. ALL NEW AND RESTORATION RELATED WORK SHOULD MATCH PROFILES OF EXISTING MATERIALS UNLESS OTHERWISE NOTED. 12.THE PRINCIPLE AIM OF ANY WORK MUST BE TO HALT THE PROCESS OF DETERIORATION AND STABILIZE THE ITEM'S CONDITION. REPAIR IS A SECOND OPTION WHICH BECOMES NECESSARY ONLY WHERE PRESERVATION IS NOT SUFFICIENT TO ENSURE MID-TO LONG-TERM SURVIVAL. REPAIR SHOULD ALWAYS BE BASED ON THE FUNDAMENTAL PRINCIPLE OF MINIMAL DISTURBANCE. 13.REMOVE TEMPORARY STABILIZATION & CRIBBING MEMBERS AS REQUIRED TO COMPLETE STRUCTURAL REPAIRS, ALL STABILIZATION (INCLUDING BUT NOT LIMITED TO METAL I-BEAMS, WOOD, FASTENERS) AND CRIBBING ELEMENTS TO BE REMOVED PRIOR TO PROJECT COMPLETION. 12 12 FINISHED GRADE ELEVATION AT 1/3 SPAN OF ROOF 119'-7 1/2" SOUTH ELEVATION SCALE: 1/4" = 1'-0"1 12 12 HISTORIC ROOF PITCH V.I.F. ROOF PITCH V.I.F. LIGHTWELL LIGHTWELL W/ GRATE 25'-0" 0201 NATIVE GREEN-ROOF HOLD OFF RAILING 4" T.O. HISTORIC UPPER LEVEL 100'-0" T.O. HISTORIC MAIN LEVEL 100'-0" T.O. 2ND HISTORIC 1ST LEVEL FF 99'-0" WEST ELEVATION - HISTORIC SCALE: 1/4" = 1'-0"2 T.O. HISTORIC 1ST LEVEL FF 100'-0" T.O. HISTORIC 2ND LEVEL FF 110'-9" LIGHTWELL W/ GRATE BYND. REBUILD HISTORIC CHIMNEY HISTORIC STAINED GLASS WINDOW 3'-8"T.O. 2ND HISTORIC 1ST LEVEL FF 99'-0" 6'-9" B 32'-11 1/4" C 17'-1" DAACFG 95 BECKERMAN HOUSEHISTORIC DETAILS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKS931 Gibson Ave.Aspen, CO 81611City of Aspen Building Dept.HP-151/29/19 HPC REVIEW 15/20/19HPC REVIEW 2Historic 7" Dutch Lap Siding1"x8" Historic Dutch Lap Siding Scale: 3" = 1'-0"1 FASTEN THROUGH TONGUE FASTEN THROUGH BASE OF SIDING ABOVE TONGUE. MATCH NAIL SPACING OF EXISTING LAP SIDING CHANNEL BACK FACE OF SIDING TO PREVENT CUPPING BEVEL DUTCH LAP TO MATCH EXISTING BEVEL1 1/4"5 3/4"8"PAINTED WOOD DUTCH BEVEL LAP SIDING Historic Fishtail Shingle Siding 5" Fish Scale Historic Shingle Siding Scale: 3" = 1'-0"2 FASTEN THROUGH TOP 1/3 OF SHINGLE 5"PAINTED WOOD FISH SCALE SHINGLE SIDING 1'-3 1/2"Fish Scale Siding Photo Dutch Lap Siding Photo ACCESSORY HISTORIC RAKE BOARD PROFILES Scale: 3" = 1'-0"7 DUTCH BEVEL LAP SIDING 1X8 WOOD RAKE BOARD WOOD SHOE MOULDING 1X10 WOOD SOFFIT 1X6 WOOD FASCIA WOOD CROWN MOULDING METAL DRIP EDGE WOOD SHAKE ROOFING EXISTING ROOF STRUCTURE EXISTING WALL STRUCTURE MAIN HISTORIC EAVE PROFILES Scale: 3" = 1'-0"5 1X SOFFIT DUTCH BEVEL LAP SIDING 1X FASCIA CROWN MOULDING COVE MOULDING EXISTING ROOF STRUCTUREEXISTING WALL STRUCTURE METAL DRIP EDGE FLASHING TIN ROOFING 1X61X12MAIN HISTORIC RAKE BOARD PROFILES Scale: 3" = 1'-0"6 1X SOFFIT DUTCH BEVEL LAP SIDING 1X FASCIA CROWN MOULDING COVE MOULDING EXISTING ROOF STRUCTURE EXISTING WALL STRUCTURE METAL DRIP EDGE FLASHING TIN ROOFING 1X61X61X10 MAIN HISTORIC CORNER BOARD (PLAN) Scale: 3" = 1'-0"3 EXISTING WALL STRUCTURE 1X6 WOOD CORNER BOARD DUTCH BEVEL LAP SIDING RUNS BEHIND CORNER BOARD MAIN HISTORIC WATER TABLE (SECTION) Scale: 3" = 1'-0"4 DUTCH BEVEL LAP SIDING WOOD PAINTED WATER TABLE 1X6 HORIZONTAL BELLY BOARD APPLIED OVER BLOCKING FISH SCALE SIDING (ASSUMED TO BE INSTALLED OVER BLOCKING)EXISTING WALL STRUCTUREACCESSORY HISTORIC EAVE PROFILES Scale: 3" = 1'-0"8 1X SOFFIT DUTCH BEVEL LAP SIDING 1X FASCIA CROWN MOULDING COVE MOULDING EXISTING ROOF STRUCTUREEXISTING WALL STRUCTURE METAL DRIP EDGE FLASHING WOOD SHAKE ROOFING 1X61X122ndary Historic 5" Lap Siding1"x5" Historic Lap Siding Scale: 3" = 1'-0"9 MATCH NAIL SPACING OF EXISTING LAP SIDING MATCH EXISTING 1XS PAINTED WOOD DUTCH BEVEL LAP SIDING 5"5"5"96 NORTH PORCH ELEVATION SCALE: 1/2" = 1'-0"5 WEST PORCH ELEVATION - HISTORIC SCALE: 1/2" = 1'-0"4EAST PORCH - HISTORIC SCALE: 1/2" = 1'-0"6 FINISHED GRADE BECKERMAN HOUSEHISTORIC FRONT PORCH PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSHP.16931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 2REMOVE NON-HISTORIC RAILING REBUILD FRONT STEP MAINTAIN AND RESTORE HISTORIC COLUMNS CONSTRUCT AND RESTORE MISSING HISTORIC COLUMNS AND LATTICE LOCATION FOR EXTERIOR SCONCE? MAINTAIN AND RESTORE HISTORIC TIN ROOFING MAINTAIN AND RESTORE HISTORIC SUN BURST AND SURROUNDING TRIM AND DECORATIVE EAVE BRACKETS MAINTAIN AND RESTORE HISTORIC COLUMN BRACKETS AND LATTICE WORK RESTORE TO MATCH HISTORIC FRONT PORCH: FRONT STEP, COLUMNS AND COLUMN LAYOUT, TRIM, DECORATIVE WOODWORK, BRACKETS, AND LATTICE COLUMBINE LODGE HISTORICAL PHOTO `7 COLUMBINE LODGE HISTORICAL PHOTO NTS 8 FRONT PORCH - EXISTING CONDITION NTS 9 MATCH HISTORIC FRONT STEP AND PORCH CONSTRUCTIONS DN HISTORIC PORCH PLAN SCALE: 1/2" = 1'-0"1 HISTORIC FRONT ENTRY DOOR RESTORE HISTORIC COLUMNS RESTORE FRONT STEP RESTORE FRONT PORCH DECKING RESTORE LATTICE AND BRACKETS(ABOVE) RESTORE ROOF EAVE AND BRACKETS(ABOVE) 1 HP.17 6 HP.17 HISTORIC PORCH RCP SCALE: 1/2" = 1'-0"3 RESTORE 2X CEILING WOOD PANELING RESTORE LATTICE AND BRACKETS RESTORE ROOF EAVE AND BRACKETS HISTORIC FRONT ENTRY DOOR AND TRANSOM RESTORE HISTORIC COLUMNS RESTORE ORNAMENTAL EAVE BRACKETS RESTORE ORNAMENTAL EAVE MOULDING W-06 W-07 HISTORIC ROOF PLAN SCALE: 1/2" = 1'-0"29.4:12RESTORE FRONT PORCH DECKING RESTORE LATTICE AND BRACKETS(ABOVE) RESTORE ROOF EAVE AND BRACKETS(ABOVE) 10.9:1210.9:129.4:12FRONT PORCH - EXISTING CEILING PLAN NTS 10 2 HP.17 3 HP.17 8 HP.17 97 PORCH COLUMN(typ.) SCALE: 3" = 1'-0"1 5 1/2"3/4"1'-0 1/2"3/4"1"1/2"1 1/2"1 1/2"1 1/2"1 1/2"1'-2 1/4"3/4"8 1/4"3/4"2'-0"1 1/2"1 1/2"1 1/2"1 1/2"1/2"1"3/4"1'-0 1/2"3/4"3/4"7 1/2"3/4" SUNBURST SCALE: 1" = 1'-0"2 1X PANELING SUNBURST WOODWORK STILL INTACT 1X TRIM Decorative Bracket With Decorative Grid aboveBRACKETS AND LATTICE SCALE: 3" = 1'-0"3 3 1/2"1'-0"1"4"1"4"1"EQ.1"EQ.1"EQ.1"EQ.1"EQ.1"EQ.1"EQ.1"EQ.1"1'-0"1 1/2"BEVELED 1 1/2" X 4" LAYERED ORNAMENTAL BRACKET LAYERED ORNAMENTAL BRACKET 1" X 4" TRIM 1" X 1" TRIM 1" X 1" TRIM 1/4" RECESSED 1 1/2" WOOD SPACER EAVE BRACKET (typ.) SCALE: 3" = 1'-0"42"1"4"1 3/4"3"1/4" 3/4" 2" 3/4" 1/4" beaded 2 x 4 rafters under front porch BEADED RAFTER CROSS SECTION SCALE: 3" = 1'-0"54"2"BECKERMAN HOUSEHISTORIC FRONT PORCH DETAILS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSHP.17931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 2FRONT PORCH - HALF COLUMN NTS 10 LAYERED ORNAMENTAL BRACKETS 1" X 4" TRIM 1" X 4" TRIM1" X 1" TRIM BEVELED 1 1/2" X 4" ORNAMENTAL BRACKET 8 PEICE PAINTED SUNBURST. STRIP AND REFINISH. 1" X SOFFIT PANELING 1" X BEADBOARD 1" X TRIM EAVE MOULDING 1" X BEADBOARD 1" X 4" TRIM EAVE MOULDINGEAVE BRACKETSOFFIT WOOD 1" X BEADBOARD 1" X 4" BEADED RAFTER 1" X SIDING FISHSCALE SIDING PORCH EAVE SCALE: 1 1/2" = 1'-0"6 SOFFIT BEADBOARD CROWN MOULDING EXISTING ROOF STRUCTURE METAL DRIP EDGE FLASHING TIN ROOFING EAVE BRACKET 1 X TRIM VERTICAL BEADBOARD PANELING 1 X VERTICAL WOOD SHEATHING 2 X 4 RAFTER 1 X BEADBOARD CEILING SLOPE = 1/8" PER 1'-0" DECK DETAIL SCALE: 1 1/2" = 1'-0"8 HISTORIC COLUMN EXISTING STRUCTURE FOUNDATION WALL FASCIA 2X BLOCKING HISTORIC DECKING HISTORIC COLUMN PERPENDICULAR 1X DECKING (MATCH FRONT PORCH HISTORIC) SIMPLE DECK FASICA AND STEP 98 BECKERMAN HOUSEHISTORIC CHIMNEY DETAILS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSHP.18931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 2CHIMNEY DETAILS SCALE: 1 1/2" = 1'-0"2 3'-8"6 COURSE BRICK CORBEL ORNAMENTAL CAP HISTORIC CHIMNEY BASED ON ROUGH OPENING FOUND IN ATTIC/ROOF STEP FLASHING 2 X 6 H I S T O R I C R A F T E R S T O B E S I S T E R E D VAULTED CEILING AND EXPOSED CHIMNEY QUEEN SIZED BRICK COURSING CHIMNEY DETAILS SCALE: 1 1/2" = 1'-0"3 2 COURSE ORNAMENTAL BRICK CAP FLASHING 6 COURSE BRICK CORBEL HISTORIC CHIMNEY BASED ON ROUGH OPENING FOUND IN ATTIC/ROOF RIDGE TRIM HISTORIC TIN ROOFING STEP FLASHING QUEEN SIZED BRICK COURSING3'-8"5"1'-7 1/2"1'-7 1/2"CHIMNEY DETAILS SCALE: 1 1/2" = 1'-0"1 BRICK CORBEL HISTORIC FLUE BASED ON ROUGH OPENING FOUND IN ATTIC/ROOF AND DOUBLE WYTHE BRICK STRUCTURE HISTORIC TIN ROOFINGHISTORIC TIN ROOFINGMORTAR/CEMENTIOUS TOP 3'-2"3'-2" ORNAMENTAL BRICK CAP CHIMNEY DETAILS SCALE: 1 1/2" = 1'-0"4 FLASHING HISTORIC TIN ROOFINGHISTORIC TIN ROOFINGDOUBLE WYTHE BRICK CHIMENY STEP FLASHING RIDGE FLASHING/TIN HISTORIC FLUE BASED ON ROUGH OPENING FOUND IN ATTIC/ROOF AND DOUBLE WYTHE BRICK STRUCTURE 3"2'-8"3"2'-8"1'-2"1'-2" HISTORIC PHOTO SHOWING BRICK CHIMNEY BEFORE MOVING ENLARGEMENT OF HISTORIC CHIMNEY 99 BECKERMAN HOUSESECONDARY HISTORIC PORCH PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSHP.19931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 2D-08porch built-in HISTORIC PORCH PLAN SCALE: 1/2" = 1'-0"1 RE-CREATE WOOD DECKING (SAME AS FRONT PORCH) RE-CREATE HISTORIC COLUMNS USING SAME PROFILE AS FRONT PORCH RESTORE SIDE DOOR ACCORDING TO HISTORIC FRAMING AND MOVING PHOTO. PORCH ROOF ABOVE HISTORIC EXTERIOR WALL WITH RE-FINISHED ORIGINAL SIDING EXTERIOR SOUTH WALL OF PRIMARY HISTORIC RESOURCE 17'-1"E.Q.E.Q.E.Q.3 3/4"3 3/4"6'-6 1/2" 6 1/2" 5 1/2" 6'-2" HISTORIC PORCH DOOR SOLID BACK WALL OF SECONDARY RESOURCE HISTORIC EVIDENCE OF SECONDARY BACK PORCH D-08porch built-in HISTORIC PORCH RCP SCALE: 1/2" = 1'-0"2 RESTORE SIDE DOOR ACCORDING TO HISTORIC FRAMING AND MOVING PHOTO. HISTORIC EXTERIOR WALL WITH RE-FINISHED ORIGINAL SIDING EXTERIOR SOUTH WALL OF PRIMARY HISTORIC RESOURCE 6'-6 1/2" 2:12 SLOPE 6X6 BEAM fascia UNDER ROOF BEADBOARD PANELING (SAME AS FRONT PORCH) RE-CREATED COLUMNS 2 X 4 RAFTERS(16" O.C.) WEST PORCH ELEVATION - SECONDARY HISTORIC SCALE: 1/2" = 1'-0"4 12 12 HISTORIC COLUMNS(4) SOUTH ELEVATION SCALE: 1/2" = 1'-0"5 RE-CREATE HISTORIC SIDE PORCH 122 ROOF PITCH V.I.F. RE-CREATE PORCH ROOF WITH NEW ROOFING MATERIAL 6 HP.20 3 HP.20 ? HP.20 5 HP.20 100 BECKERMAN HOUSESECONDARY HISTORIC PORCH PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSHP.20931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 2PORCH COLUMN(typ.) SCALE: 3" = 1'-0"1 5 1/2"3/4"1'-0 1/2"3/4"1"1/2"1 1/2"1 1/2"1 1/2"1 1/2"1'-2 1/4"3/4"8 1/4"3/4"2'-0"1 1/2"1 1/2"1 1/2"1 1/2"1/2"1"3/4"1'-0 1/2"3/4"3/4"7 1/2"3/4" EAVE BRACKET (typ.) SCALE: 3" = 1'-0"42"1"4"1 3/4"3"1/4" 3/4" 2" 3/4" 1/4" 1" X 4" TRIM EAVE MOULDINGEAVE BRACKETSOFFIT WOOD PORCH EAVE SCALE: 1 1/2" = 1'-0"5 SOFFIT BEADBOARD CROWN MOULDING EXISTING ROOF STRUCTURE METAL DRIP EDGE FLASHINGTIN ROOFING EAVE BRACKET 1 X TRIM VERTICAL BEADBOARD PANELING 1 X VERTICAL WOOD SIDING 2 X 4 RAFTER 1 X BEADBOARD CEILING beaded 2 x 4 rafters under front porch BEADED RAFTER CROSS SECTION SCALE: 3" = 1'-0"24"2" 1" X BEADBOARD 1" X 4" BEADED RAFTER 12 2 PORCH EAVE SCALE: 1 1/2" = 1'-0"6 CROWN MOULDING METAL DRIP EDGE FLASHING TIN ROOFING 6X6 BEAM 1 X TRIM HISTORIC COLUMN 2 X 4 RAFTER 1 X BEADBOARD CEILING 3/4" PLY. ICE AND WATER SHIELD EAVE BRACKETS CROWN MOULDING EAVE BRACKET 6 X 6 BEAM HISTORIC COLUMN BEADBOARD SOFFIT J14 Trim Joist SLOPE = 1/8" PER 1'-0" DECK DETAIL SCALE: 1 1/2" = 1'-0"3 RE-CREATE HISTORIC DECKING HISTORIC COLUMN CONCRETE SLAB FINISHED GRADE FOUNDATION WALL FASCIA T.F.F. SECONDARY HISTORIC 99'-0" 2X BLOCKING HISTORIC COLUMN PERPENDICULAR 1X DECKING (MATCH FRONT PORCH HISTORIC) SIMPLE DECK FASICA AND STEP IF NEEDED 101 BECKERMAN HOUSESECONDARY HISTORIC MISSING WALL PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSHP.21931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 2HIST. INTERIOR EAST ELEVATION SCALE: 1/2" = 1'-0"2 RE-CREATED WINDOWS(3) DIMENSIONS OF R.O. RE-CREATED SOLID DOOR DRYWALL PAINTED FINISH BASE BOARD 2'-0"2'-10"1'-6"2'-4 1/2"8 1/4"2'-4 1/2"8 1/4"2'-4 1/2"1'-5" 16'-3"9'-11 1/2"BUILT-UP WOOD SILL 3 1/2" FROM R.O.6'-5 3/4"1'-9 1/2"PLAN OF SECONDARY HISTORIC EAST WALL RE-CREATION SCALE: 1/2" = 1'-0"1 RE-CREATED WINDOWS(3) DIMENSIONS OF R.O.RE-CREATED 2'-8" DOOR BASE BOARD 2'-0"2'-10"1'-6"2'-4 1/2"8 1/4"2'-4 1/2"8 1/4"2'-4 1/2"1'-5" 16'-3" BUILT UP WOOD SILL 1964 WINDOW AND DOOR LAYOUT OF WALL OPPOSITE OF PORCH. HIST. EXTERIOR EAST ELEVATION SCALE: 1/2" = 1'-0"3 RE-CREATED WINDOWS(3) DIMENSIONS OF R.O. RE-CREATED SOLID DOOR HISTORIC WOOD SIDING WINDOW TRIM 1'-5"2'-4 1/2"8 1/4"2'-4 1/2"8 1/4"2'-4 1/2"1'-6"2'-10"2'-0" 16'-3" BUILT-UP WOOD SILL EXISTING PHOTO EXISTING PHOTO 1964 PHOTO 102 12:12 V.I.F 12:1212:12 HISTORIC TIN ROOFING ROOF PLAN Scale: 1/2" = 1'-0"1 12:12 V.I.F 12:1212:1212:12 HISTORIC TIN ROOFING 12:12BECKERMAN HOUSEHISTORIC DORMERS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSHP.22931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 2WEST ELEVATION - HISTORIC SCALE: 1/2" = 1'-0"2 CENTER DOUBLE HUNG WINDOWS ON DORMER 12:12 DUTCH GABLE DORMER ROOF HISTORIC TIN ROOFING 1 X CORNER TIRM HISTORIC SIDING HISTORIC SIDING HISTORIC SIDING 12 12 SOUTH ELEVATION SCALE: 1/2" = 1'-0"3 ROOF PITCH V.I.F. CORNER TRIM FISH SCALE SIDING HISTORIC TIN ROOFING FISHSCALE SIDING HISTORIC HORIZONTAL SIDING HISTORIC TIN ROOFING CURRENT CONDITION - DUTCH GABLE 12 12 SOUTH ELEVATION SCALE: 1/2" = 1'-0"5 ROOF PITCH V.I.F. CORNER TRIM FISH SCALE SIDING HISTORIC TIN ROOFING CLIPPED GABLE SCALE: 1/2" = 1'-0"4 12 12 CENTER DOUBLE HUNG WINDOWS ON DORMER 12:12 DUTCH CLIPPED DORMER ROOF HISTORIC TIN ROOFING 1 X CORNER TIRM HISTORIC SIDING CURRENT CONDITION - CLIPPED GABLE HORIZONTAL SIDING FISHSCALE SIDING HISTORIC TIN ROOFING 103 BECKERMAN HOUSEFRONT FACADE DETAILS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSHP.23931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 2RAKE ORNAMENT FRONT FACADE SCALE: 1/2" = 1'-0"1 12 12 HISTORIC ROOF PITCH V.I.F. RAKE ORNAMENT RAKE ORNAMENT SCALE: 1 1/2" = 1'-0"2 PEAK ORNAMENTAL BRACKET TYPICAL RAKE ORNAMENTAL BRACKET RAISED DOMED WOOD CAP 1'-0"6"3"6"3" 2"2"9 1/ 4 "6"1'- 2 3 /4 " 6" 6" 3" RAKE/EAVE FRONT GABLE DETAIL SCALE: 1 1/2" = 1'-0"3 1X RAKE BOARD SOFFIT BOARD WITH CORNER MOULDING TIN RAISED EDGE RAKE BOARD ORNAMENT EXST. ROOF STRUCTURE EXST. WALL STRUCTUREFRONT DOOR SCALE: 1" = 1'-0"4 APPROVED DOOR KNOB TRANSOM 7' HALF LITE DOOR PANEL REFINISHED 1'-6"7'-0"8'-8"5" TRIM 4" TRIM FRONT DOOR SCALE: 1" = 1'-0"5 WINDOW SILL STAINED GLASS TOP WINDOW SINGLE HUNG LOWER WINDOW 5" TRIM 4" TRIM FISHSCALES WOOD CARVED ORNAMENT BEST HISTORIC REFENCE PHOTO 104 BECKERMAN HOUSEINTERIOR TRIM DETAILS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKS931 Gibson Ave.Aspen, CO 81611City of Aspen Building Dept.HP-0701/29/19 HPC REVIEW 15/20/19HPC REVIEW 2UPPER CORNER BLOCK Scale: 3" = 1'-0"1 1"1 1/2"5 1/2"1 1/2"5/8"5/8"1 1/4"1'-0"5 1/2" 1" 3/4"1'-0"WINDOW SILL Scale: 3" = 1'-0"5 4 1/2"1"1 1/4" 1/2"1 1/4"5 1/2"TRANSOM TRIM Scale: 3" = 1'-0"4 5/8"1 5/8"5/8"1/4"1/2"1/4"2 7/8"3/4" BASE Scale: 3" = 1'-0"6 5 1/2"3/4"1/2"1"3/4"2"1"5 1/2"1/8"5/8"1"1/2"3/4" 1/4" Stained Base Painted Base3"5 1/2"1/8"5/8"1"1/2"3/4" 1/4" BASE CORNER BLOCK Scale: 3" = 1'-0"3 6 3/8"1 3/8"3/4"3/4"1 1/2"10 3/4"5 1/2"7/8" 1 1/2" JAMB & HEADER Scale: 3" = 1'-0"2 1 3/8"1 1/8"1/2"1 1/8"1 3/8"5 1/2"3/4" DOOR HARDWARE 4 NTS9 DOOR HARDWARE 2 & 3 NTS8 DOOR HARDWARE 1 NTS7 105 BECKERMAN HOUSEEXISTING INTERIOR ELEVATIONS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKS931 Gibson Ave.Aspen, CO 81611City of Aspen Building Dept.HP-0711/29/19 HPC REVIEW 15/20/19HPC REVIEW 2SHEET SPECIFIC NOTES 1. LOREM IPSUM GENERAL ELEVATION NOTES 1. FIELD VERIFY ALL DIMENSIONS. 2. COORDINATE ARCHITECTURAL STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS, NOTIFY THE ARCHITECT OF ANY CONFLICTS. 3. ALL INTERIOR PAINT FINISHES TO REMAIN. NEWI NTERIOR PAINT IS LIMITED TO ROOM 104. 4. PROVIDE BLOCKING, IN-FILL FRAMING, FURRING, AND SHIMS AS NECESSARY TO INSTALL AND RESTORE WALLS, CEILINGS, AND FLOORS. MODIFY EXISTING FRAMING AS NECESSARY TO ACCEPT: WALL & CEILING FINISHES, FLOORING, TRIM, AND ME EQUIPMENT. RESECURE ALL EXISTING FURRING, FRAMING, AND INTERIOR FINISHES. REPLACE ALL DETERIORATED FURRING, FRAMING, AND INTERIOR FINISHES AS NECESSARY. 5. REMOVE DEBRIS FROM INTERIOR OF STRUCTURE, BROOM CLEAN ALL SURFACES. 6. REMOVE ALL TEMPORARY STABILIZATION MEMBERS FOLLOWING STRUCTURAL REPAIRS. 7. WHEN POSSIBLE SALVAGED MATERIALS, STORED ON SITE, SHOULD BE USED FOR REPAIRS TO HISTORIC MATERIALS (SEE STORAGE LOG). 8. FLOORS CATALOGUE FLOORING, TEMPORARILY REMOVE FLOORING FOR STRUCTURAL REPAIRS, REINSTALL EXISTING FLOORING AND INFILL MISSING BOARDS WITH SALVAGED BOARDS STORED ON SITE, IF ADDITIONAL FLOORING IS REQUIRED MATCH EXISTING IN SIZE, PROFILE, AND MATERIAL. 9. CEILINGS CATALOGUE CEILING BOARDS ON FIRST FLOOR, TEMPORARILY REMOVE FOR STRUCTURAL REPAIRS AND INSTALLATION OF INSULATION, REINSTALL EXISTING CEILING AND INFILL MISSING BOARDS WITH SALVAGED BOARDS STORED ON SITE, IF ADDITIONAL CEILING BOARDS ARE REQUIRED MATCH EXISTING IN SIZE, PROFILE, AND MATERIAL. NEW STRUCTURAL MEMBERS TO BE INSTALLED AT SECOND FLOOR, FLOORING JOISTS WILL REQUIRE THE CEILING TO BE RE-INSTALLED ~1 3/4" LOWER THAN THE CURRENT LOCATION. 10. CATALOGUE, REMOVE, AND STORE CARDBOARD FROM ALL SURFACES. 11. EXISTING ARCHITECTURAL ELEMENTS SHOULD BE USED AS TEMPLATES FOR NEW WORK AND FOR RESTORATION OF ELEMENTS. ALL NEW AND RESTORATION RELATED WORK SHOULD MATCH PROFILES OF EXISTING MATERIALS UNLESS OTHERWISE NOTED. 12. THE PRINCIPLE AIM OF ANY WORK MUST BE TO HALT THE PROCESS OF DETERIORATION AND STABILIZE THE ITEM'S CONDITION. REPAIR IS A SECOND OPTION WHICH BECOMES NECESSARY ONLY WHERE PRESERVATION IS NOT SUFFICIENT TO ENSURE MID-TO LONG-TERM SURVIVAL. REPAIR SHOULD ALWAYS BE BASED ON THE FUNDAMENTAL PRINCIPLE OF MINIMAL DISTURBANCE. 13. REMOVE TEMPORARY STABILIZATION & CRIBBING MEMBERS AS REQUIRED TO COMPLETE STRUCTURAL REPAIRS, ALL STABILIZATION (INCLUDING BUT NOT LIMITED TO METAL I-BEAMS, WOOD, FASTENERS) AND CRIBBING ELEMENTS TO BE REMOVED PRIOR TO PROJECT COMPLETION. D-104 FOYER HW 3 3/8" = 1'-0"3 H4 T2 J7 J8 B5B4 CB7 CB8 W-A FOYER HW 4 ,6 ,& 7 3/8" = 1'-0"5 SB3 WH1 WJ1 WJ2 S1 B7 WP1 SB1 NP2 B6 R1 NP1 D-101 FOYER HW 1 3/8" = 1'-0"1 B1 CB2 CB1 SB2 H1 T1 J1 J2 DH1 D-102 D-103 FOYER HW 2 3/8" = 1'-0"2 CB3 H2 J3 J4 B2 B3 CB4 DH2 DH3 NOTES HW 1 - Foyer Historic Wall 1: D-101 w/ J1 ; J2 ; T1 ; H1 ; CB1 ; CB2 ; DH1 SB2 ; B1 HW 2 - Foyer Historic Wall 2: D-102 & D-103 w/ J3; J4 ; H2 ; CB3 ; CB4 ; DH2 ; DH3 B2 ; B3 HW 3 - Foyer Historic Wall 3: D-104 w/ J7; J8 ; T2 ; H4 ; CB7 ; CB8 B4 ; B5 HW 4 - Foyer Historic Wall 4: B6 HW 5 - Foyer Historic Wall 5: D-105 w/ J11 ; J12 ; H6 ; CB11 ; CB12 HW 6 - Foyer Historic Wall 6: B7 ; WP1 ; SB1 ; R1 ; NP1 ; NP2 HW 7 - Foyer Historic Wall 7: W-A w/ WH1 ; WJ1 ; WJ2 ; S1 SB3 EXISTING PHOTOS D-105 FOYER HW 5 3/8" = 1'-0"4 CB12 H6 J11 J12 CB11 b.o. NP2 106 BECKERMAN HOUSEEXISTING INTERIOR ELEVATIONS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKS931 Gibson Ave.Aspen, CO 81611City of Aspen Building Dept.HP-0721/29/19 HPC REVIEW 15/20/19HPC REVIEW 2SHEET SPECIFIC NOTES 1. LOREM IPSUM GENERAL ELEVATION NOTES 1. FIELD VERIFY ALL DIMENSIONS. 2. COORDINATE ARCHITECTURAL STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS, NOTIFY THE ARCHITECT OF ANY CONFLICTS. 3. ALL INTERIOR PAINT FINISHES TO REMAIN. NEWI NTERIOR PAINT IS LIMITED TO ROOM 104. 4. PROVIDE BLOCKING, IN-FILL FRAMING, FURRING, AND SHIMS AS NECESSARY TO INSTALL AND RESTORE WALLS, CEILINGS, AND FLOORS. MODIFY EXISTING FRAMING AS NECESSARY TO ACCEPT: WALL & CEILING FINISHES, FLOORING, TRIM, AND ME EQUIPMENT. RESECURE ALL EXISTING FURRING, FRAMING, AND INTERIOR FINISHES. REPLACE ALL DETERIORATED FURRING, FRAMING, AND INTERIOR FINISHES AS NECESSARY. 5. REMOVE DEBRIS FROM INTERIOR OF STRUCTURE, BROOM CLEAN ALL SURFACES. 6. REMOVE ALL TEMPORARY STABILIZATION MEMBERS FOLLOWING STRUCTURAL REPAIRS. 7. WHEN POSSIBLE SALVAGED MATERIALS, STORED ON SITE, SHOULD BE USED FOR REPAIRS TO HISTORIC MATERIALS (SEE STORAGE LOG). 8. FLOORS CATALOGUE FLOORING, TEMPORARILY REMOVE FLOORING FOR STRUCTURAL REPAIRS, REINSTALL EXISTING FLOORING AND INFILL MISSING BOARDS WITH SALVAGED BOARDS STORED ON SITE, IF ADDITIONAL FLOORING IS REQUIRED MATCH EXISTING IN SIZE, PROFILE, AND MATERIAL. 9. CEILINGS CATALOGUE CEILING BOARDS ON FIRST FLOOR, TEMPORARILY REMOVE FOR STRUCTURAL REPAIRS AND INSTALLATION OF INSULATION, REINSTALL EXISTING CEILING AND INFILL MISSING BOARDS WITH SALVAGED BOARDS STORED ON SITE, IF ADDITIONAL CEILING BOARDS ARE REQUIRED MATCH EXISTING IN SIZE, PROFILE, AND MATERIAL. NEW STRUCTURAL MEMBERS TO BE INSTALLED AT SECOND FLOOR, FLOORING JOISTS WILL REQUIRE THE CEILING TO BE RE-INSTALLED ~1 3/4" LOWER THAN THE CURRENT LOCATION. 10. CATALOGUE, REMOVE, AND STORE CARDBOARD FROM ALL SURFACES. 11. EXISTING ARCHITECTURAL ELEMENTS SHOULD BE USED AS TEMPLATES FOR NEW WORK AND FOR RESTORATION OF ELEMENTS. ALL NEW AND RESTORATION RELATED WORK SHOULD MATCH PROFILES OF EXISTING MATERIALS UNLESS OTHERWISE NOTED. 12. THE PRINCIPLE AIM OF ANY WORK MUST BE TO HALT THE PROCESS OF DETERIORATION AND STABILIZE THE ITEM'S CONDITION. REPAIR IS A SECOND OPTION WHICH BECOMES NECESSARY ONLY WHERE PRESERVATION IS NOT SUFFICIENT TO ENSURE MID-TO LONG-TERM SURVIVAL. REPAIR SHOULD ALWAYS BE BASED ON THE FUNDAMENTAL PRINCIPLE OF MINIMAL DISTURBANCE. 13. REMOVE TEMPORARY STABILIZATION & CRIBBING MEMBERS AS REQUIRED TO COMPLETE STRUCTURAL REPAIRS, ALL STABILIZATION (INCLUDING BUT NOT LIMITED TO METAL I-BEAMS, WOOD, FASTENERS) AND CRIBBING ELEMENTS TO BE REMOVED PRIOR TO PROJECT COMPLETION. D-106 Living HW 11 3/8" = 1'-0"4 H7 CB13 J13 B12 B13 J14 CB14 D-102D-103 LIVING HW 8 3/8" = 1'-0"1 H3 B9 CB5 J5 J6 CB6 B8 DH2DH3 W-B LIVING HW 9 3/8" = 1'-0"2 WH2 WJ4 S2 B10 WJ3 LIVING HW 10 3/8" = 1'-0"3 B11 EXISTING PHOTOS NOTES HW 8 - Living Historic Wall 8: D-102 & D-103 w/ J5; J6 ; H3 ; CB5 ; CB6 ; DH2 ; DH3 B8 ; B9 HW 9 - Living Historic Wall 9: W-B w/ WH2 ; WJ3 ; WJ4 ; S2 B10 HW 10 - LivingHistoric Wall 10: B11 HW 11 - Living Historic Wall 11: D-106 w/ J13 ; J14 ; H7 ; CB13 ; CB14 B12 ; B13 107 BECKERMAN HOUSEEXISTING INTERIOR ELEVATIONS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKS931 Gibson Ave.Aspen, CO 81611City of Aspen Building Dept.HP-0731/29/19 HPC REVIEW 15/20/19HPC REVIEW 2SHEET SPECIFIC NOTES 1. LOREM IPSUM GENERAL ELEVATION NOTES 1. FIELD VERIFY ALL DIMENSIONS. 2. COORDINATE ARCHITECTURAL STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS, NOTIFY THE ARCHITECT OF ANY CONFLICTS. 3. ALL INTERIOR PAINT FINISHES TO REMAIN. NEWI NTERIOR PAINT IS LIMITED TO ROOM 104. 4. PROVIDE BLOCKING, IN-FILL FRAMING, FURRING, AND SHIMS AS NECESSARY TO INSTALL AND RESTORE WALLS, CEILINGS, AND FLOORS. MODIFY EXISTING FRAMING AS NECESSARY TO ACCEPT: WALL & CEILING FINISHES, FLOORING, TRIM, AND ME EQUIPMENT. RESECURE ALL EXISTING FURRING, FRAMING, AND INTERIOR FINISHES. REPLACE ALL DETERIORATED FURRING, FRAMING, AND INTERIOR FINISHES AS NECESSARY. 5. REMOVE DEBRIS FROM INTERIOR OF STRUCTURE, BROOM CLEAN ALL SURFACES. 6. REMOVE ALL TEMPORARY STABILIZATION MEMBERS FOLLOWING STRUCTURAL REPAIRS. 7. WHEN POSSIBLE SALVAGED MATERIALS, STORED ON SITE, SHOULD BE USED FOR REPAIRS TO HISTORIC MATERIALS (SEE STORAGE LOG). 8. FLOORS CATALOGUE FLOORING, TEMPORARILY REMOVE FLOORING FOR STRUCTURAL REPAIRS, REINSTALL EXISTING FLOORING AND INFILL MISSING BOARDS WITH SALVAGED BOARDS STORED ON SITE, IF ADDITIONAL FLOORING IS REQUIRED MATCH EXISTING IN SIZE, PROFILE, AND MATERIAL. 9. CEILINGS CATALOGUE CEILING BOARDS ON FIRST FLOOR, TEMPORARILY REMOVE FOR STRUCTURAL REPAIRS AND INSTALLATION OF INSULATION, REINSTALL EXISTING CEILING AND INFILL MISSING BOARDS WITH SALVAGED BOARDS STORED ON SITE, IF ADDITIONAL CEILING BOARDS ARE REQUIRED MATCH EXISTING IN SIZE, PROFILE, AND MATERIAL. NEW STRUCTURAL MEMBERS TO BE INSTALLED AT SECOND FLOOR, FLOORING JOISTS WILL REQUIRE THE CEILING TO BE RE-INSTALLED ~1 3/4" LOWER THAN THE CURRENT LOCATION. 10. CATALOGUE, REMOVE, AND STORE CARDBOARD FROM ALL SURFACES. 11. EXISTING ARCHITECTURAL ELEMENTS SHOULD BE USED AS TEMPLATES FOR NEW WORK AND FOR RESTORATION OF ELEMENTS. ALL NEW AND RESTORATION RELATED WORK SHOULD MATCH PROFILES OF EXISTING MATERIALS UNLESS OTHERWISE NOTED. 12. THE PRINCIPLE AIM OF ANY WORK MUST BE TO HALT THE PROCESS OF DETERIORATION AND STABILIZE THE ITEM'S CONDITION. REPAIR IS A SECOND OPTION WHICH BECOMES NECESSARY ONLY WHERE PRESERVATION IS NOT SUFFICIENT TO ENSURE MID-TO LONG-TERM SURVIVAL. REPAIR SHOULD ALWAYS BE BASED ON THE FUNDAMENTAL PRINCIPLE OF MINIMAL DISTURBANCE. 13. REMOVE TEMPORARY STABILIZATION & CRIBBING MEMBERS AS REQUIRED TO COMPLETE STRUCTURAL REPAIRS, ALL STABILIZATION (INCLUDING BUT NOT LIMITED TO METAL I-BEAMS, WOOD, FASTENERS) AND CRIBBING ELEMENTS TO BE REMOVED PRIOR TO PROJECT COMPLETION. W-C DINING HW 14 3/8" = 1'-0"3 WH3 WJ5 B17 WJ6 non historic non historic D-107 DINING HW 15 3/8" = 1'-0"4 H9 CB17 J17 B18 B19 J18 CB18 DH4 D-106 DINING HW 12 3/8" = 1'-0"1 H8 CB15 J15 B14 J16 CB16 NON HISTORIC DINING HW 13 3/8" = 1'-0"2 B15 B16 EXISTING PHOTOS NOTES HW 12 - Dining Historic Wall 12: D-106 w/ J15 ; J16 ; H8 ; CB15 ; CB16 B14 HW 13 - Dining Historic Wall 13: B15 ; B16 HW 14 - Dining Historic Wall 14: W-C w/ WJ5 ; WJ6 ; WH3 (sill missing) B17 HW 15 - Dining Historic Wall 15: D-107 w/ J17 ; J18 ; H9 ; CB17 ; CB18 ; DH4 B18 ; B19 108 BECKERMAN HOUSEEXISTING INTERIOR ELEVATIONS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKS931 Gibson Ave.Aspen, CO 81611City of Aspen Building Dept.HP-0741/29/19 HPC REVIEW 15/20/19HPC REVIEW 2SHEET SPECIFIC NOTES 1. LOREM IPSUM GENERAL ELEVATION NOTES 1. FIELD VERIFY ALL DIMENSIONS. 2. COORDINATE ARCHITECTURAL STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS, NOTIFY THE ARCHITECT OF ANY CONFLICTS. 3. ALL INTERIOR PAINT FINISHES TO REMAIN. NEWI NTERIOR PAINT IS LIMITED TO ROOM 104. 4. PROVIDE BLOCKING, IN-FILL FRAMING, FURRING, AND SHIMS AS NECESSARY TO INSTALL AND RESTORE WALLS, CEILINGS, AND FLOORS. MODIFY EXISTING FRAMING AS NECESSARY TO ACCEPT: WALL & CEILING FINISHES, FLOORING, TRIM, AND ME EQUIPMENT. RESECURE ALL EXISTING FURRING, FRAMING, AND INTERIOR FINISHES. REPLACE ALL DETERIORATED FURRING, FRAMING, AND INTERIOR FINISHES AS NECESSARY. 5. REMOVE DEBRIS FROM INTERIOR OF STRUCTURE, BROOM CLEAN ALL SURFACES. 6. REMOVE ALL TEMPORARY STABILIZATION MEMBERS FOLLOWING STRUCTURAL REPAIRS. 7. WHEN POSSIBLE SALVAGED MATERIALS, STORED ON SITE, SHOULD BE USED FOR REPAIRS TO HISTORIC MATERIALS (SEE STORAGE LOG). 8. FLOORS CATALOGUE FLOORING, TEMPORARILY REMOVE FLOORING FOR STRUCTURAL REPAIRS, REINSTALL EXISTING FLOORING AND INFILL MISSING BOARDS WITH SALVAGED BOARDS STORED ON SITE, IF ADDITIONAL FLOORING IS REQUIRED MATCH EXISTING IN SIZE, PROFILE, AND MATERIAL. 9. CEILINGS CATALOGUE CEILING BOARDS ON FIRST FLOOR, TEMPORARILY REMOVE FOR STRUCTURAL REPAIRS AND INSTALLATION OF INSULATION, REINSTALL EXISTING CEILING AND INFILL MISSING BOARDS WITH SALVAGED BOARDS STORED ON SITE, IF ADDITIONAL CEILING BOARDS ARE REQUIRED MATCH EXISTING IN SIZE, PROFILE, AND MATERIAL. NEW STRUCTURAL MEMBERS TO BE INSTALLED AT SECOND FLOOR, FLOORING JOISTS WILL REQUIRE THE CEILING TO BE RE-INSTALLED ~1 3/4" LOWER THAN THE CURRENT LOCATION. 10. CATALOGUE, REMOVE, AND STORE CARDBOARD FROM ALL SURFACES. 11. EXISTING ARCHITECTURAL ELEMENTS SHOULD BE USED AS TEMPLATES FOR NEW WORK AND FOR RESTORATION OF ELEMENTS. ALL NEW AND RESTORATION RELATED WORK SHOULD MATCH PROFILES OF EXISTING MATERIALS UNLESS OTHERWISE NOTED. 12. THE PRINCIPLE AIM OF ANY WORK MUST BE TO HALT THE PROCESS OF DETERIORATION AND STABILIZE THE ITEM'S CONDITION. REPAIR IS A SECOND OPTION WHICH BECOMES NECESSARY ONLY WHERE PRESERVATION IS NOT SUFFICIENT TO ENSURE MID-TO LONG-TERM SURVIVAL. REPAIR SHOULD ALWAYS BE BASED ON THE FUNDAMENTAL PRINCIPLE OF MINIMAL DISTURBANCE. 13. REMOVE TEMPORARY STABILIZATION & CRIBBING MEMBERS AS REQUIRED TO COMPLETE STRUCTURAL REPAIRS, ALL STABILIZATION (INCLUDING BUT NOT LIMITED TO METAL I-BEAMS, WOOD, FASTENERS) AND CRIBBING ELEMENTS TO BE REMOVED PRIOR TO PROJECT COMPLETION. D-108 KITCHEN HW 17 3/8" = 1'-0"2 H11 CB21 J21 B22 J22 CB22 D-107 KITCHEN HW 16 3/8" = 1'-0"1 H10 CB19 J19 B20 B21 J20 CB20 DH4 D-104 KITCHEN HW 19 3/8" = 1'-0"4 H5 CB5 J5 T2 J6 CB6 W-D KITCHEN HW 18 3/8" = 1'-0"3 WH4 WJ7 B23 WJ8 EXISTING PHOTOS NOTES HW 16 - Kitchen Historic Wall 16: D-107 w/ J19 ; J20 ; H10 ; CB19 ; CB20 B20 ; B21 HW 17 - Kitchen Historic Wall 17: D-108 w/ J21 ; J22 ; H11 ; CB21 ; CB22 B22 HW 18 - Kitchen Historic Wall 18: W-D w/ WJ7 ; WJ8 ; WH4 (includes non historic pieces) B23 HW 19 - Kitchen Historic Wall 19: D-104 w/ J9 ; J10 ; H5 ; T2 ; CB9 ; C10 109 BECKERMAN HOUSEEXISTING INTERIOR ELEVATIONS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKS931 Gibson Ave.Aspen, CO 81611City of Aspen Building Dept.HP-0751/29/19 HPC REVIEW 15/20/19HPC REVIEW 2SHEET SPECIFIC NOTES 1. LOREM IPSUM GENERAL ELEVATION NOTES 1. FIELD VERIFY ALL DIMENSIONS. 2. COORDINATE ARCHITECTURAL STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS, NOTIFY THE ARCHITECT OF ANY CONFLICTS. 3. ALL INTERIOR PAINT FINISHES TO REMAIN. NEWI NTERIOR PAINT IS LIMITED TO ROOM 104. 4. PROVIDE BLOCKING, IN-FILL FRAMING, FURRING, AND SHIMS AS NECESSARY TO INSTALL AND RESTORE WALLS, CEILINGS, AND FLOORS. MODIFY EXISTING FRAMING AS NECESSARY TO ACCEPT: WALL & CEILING FINISHES, FLOORING, TRIM, AND ME EQUIPMENT. RESECURE ALL EXISTING FURRING, FRAMING, AND INTERIOR FINISHES. REPLACE ALL DETERIORATED FURRING, FRAMING, AND INTERIOR FINISHES AS NECESSARY. 5. REMOVE DEBRIS FROM INTERIOR OF STRUCTURE, BROOM CLEAN ALL SURFACES. 6. REMOVE ALL TEMPORARY STABILIZATION MEMBERS FOLLOWING STRUCTURAL REPAIRS. 7. WHEN POSSIBLE SALVAGED MATERIALS, STORED ON SITE, SHOULD BE USED FOR REPAIRS TO HISTORIC MATERIALS (SEE STORAGE LOG). 8. FLOORS CATALOGUE FLOORING, TEMPORARILY REMOVE FLOORING FOR STRUCTURAL REPAIRS, REINSTALL EXISTING FLOORING AND INFILL MISSING BOARDS WITH SALVAGED BOARDS STORED ON SITE, IF ADDITIONAL FLOORING IS REQUIRED MATCH EXISTING IN SIZE, PROFILE, AND MATERIAL. 9. CEILINGS CATALOGUE CEILING BOARDS ON FIRST FLOOR, TEMPORARILY REMOVE FOR STRUCTURAL REPAIRS AND INSTALLATION OF INSULATION, REINSTALL EXISTING CEILING AND INFILL MISSING BOARDS WITH SALVAGED BOARDS STORED ON SITE, IF ADDITIONAL CEILING BOARDS ARE REQUIRED MATCH EXISTING IN SIZE, PROFILE, AND MATERIAL. NEW STRUCTURAL MEMBERS TO BE INSTALLED AT SECOND FLOOR, FLOORING JOISTS WILL REQUIRE THE CEILING TO BE RE-INSTALLED ~1 3/4" LOWER THAN THE CURRENT LOCATION. 10. CATALOGUE, REMOVE, AND STORE CARDBOARD FROM ALL SURFACES. 11. EXISTING ARCHITECTURAL ELEMENTS SHOULD BE USED AS TEMPLATES FOR NEW WORK AND FOR RESTORATION OF ELEMENTS. ALL NEW AND RESTORATION RELATED WORK SHOULD MATCH PROFILES OF EXISTING MATERIALS UNLESS OTHERWISE NOTED. 12. THE PRINCIPLE AIM OF ANY WORK MUST BE TO HALT THE PROCESS OF DETERIORATION AND STABILIZE THE ITEM'S CONDITION. REPAIR IS A SECOND OPTION WHICH BECOMES NECESSARY ONLY WHERE PRESERVATION IS NOT SUFFICIENT TO ENSURE MID-TO LONG-TERM SURVIVAL. REPAIR SHOULD ALWAYS BE BASED ON THE FUNDAMENTAL PRINCIPLE OF MINIMAL DISTURBANCE. 13. REMOVE TEMPORARY STABILIZATION & CRIBBING MEMBERS AS REQUIRED TO COMPLETE STRUCTURAL REPAIRS, ALL STABILIZATION (INCLUDING BUT NOT LIMITED TO METAL I-BEAMS, WOOD, FASTENERS) AND CRIBBING ELEMENTS TO BE REMOVED PRIOR TO PROJECT COMPLETION. 22 STAIR HW 22 3/8" = 1'-0"3 SB7 21 STAIR HW 21 3/8" = 1'-0"2 SB8 EXISTING PHOTOS STAIR HW 23 3/8" = 1'-0"4 SB6 B24 NP4 STAIR HW 24 3/8" = 1'-0"5 SB5 NP3 R3 NP4 D-201 HALL HW 25 3/8" = 1'-0"6 B26B25 26 HALL HW 26 3/8" = 1'-0"7 B27 27 D-204 HALL HW 27 3/8" = 1'-0"8 28 HALL HW 28 3/8" = 1'-0"9 B28 29 D-206 HALL HW 29 3/8" = 1'-0"10 B30B29 30 D-207 HALL HW 30 3/8" = 1'-0"11 B32B31 STAIR HW 20 3/8" = 1'-0"1 SB4 SB9 NP3 R2 NP2 NOTES HW 20 - Stair Historic Wall & Railing 20 SB4 ; SB9 ; NP2 ; NP3 ; R2 HW 21 - Stair Historic Wall 21 SB8 HW 22 - Stair Historic Wall 22 SB7 HW 23 - Stair Historic Wall 23 SB6 ; NP4 ; B24 HW 24 - Stair Historic Railing 24 SB5 ; R3 ; NP3 ; NP4 HW 25 - Stair Historic Wall 25 D-201 ; B25 ; B26 HW 26 - Stair Historic Wall 26 B27 HW 27 - Stair Historic Wall 27 D-204 HW 28 - Stair Historic Wall 28 B28 HW 29 - Stair Historic Wall 29 D-206; B29 ; B30 HW 30 - Stair Historic Wall 30 D-207; B31 ; B32 110 BECKERMAN HOUSEEXISTING INTERIOR ELEVATIONS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKS931 Gibson Ave.Aspen, CO 81611City of Aspen Building Dept.HP-0761/29/19 HPC REVIEW 15/20/19HPC REVIEW 2SHEET SPECIFIC NOTES 1. LOREM IPSUM GENERAL ELEVATION NOTES 1. FIELD VERIFY ALL DIMENSIONS. 2. COORDINATE ARCHITECTURAL STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS, NOTIFY THE ARCHITECT OF ANY CONFLICTS. 3. ALL INTERIOR PAINT FINISHES TO REMAIN. NEWI NTERIOR PAINT IS LIMITED TO ROOM 104. 4. PROVIDE BLOCKING, IN-FILL FRAMING, FURRING, AND SHIMS AS NECESSARY TO INSTALL AND RESTORE WALLS, CEILINGS, AND FLOORS. MODIFY EXISTING FRAMING AS NECESSARY TO ACCEPT: WALL & CEILING FINISHES, FLOORING, TRIM, AND ME EQUIPMENT. RESECURE ALL EXISTING FURRING, FRAMING, AND INTERIOR FINISHES. REPLACE ALL DETERIORATED FURRING, FRAMING, AND INTERIOR FINISHES AS NECESSARY. 5. REMOVE DEBRIS FROM INTERIOR OF STRUCTURE, BROOM CLEAN ALL SURFACES. 6. REMOVE ALL TEMPORARY STABILIZATION MEMBERS FOLLOWING STRUCTURAL REPAIRS. 7. WHEN POSSIBLE SALVAGED MATERIALS, STORED ON SITE, SHOULD BE USED FOR REPAIRS TO HISTORIC MATERIALS (SEE STORAGE LOG). 8. FLOORS CATALOGUE FLOORING, TEMPORARILY REMOVE FLOORING FOR STRUCTURAL REPAIRS, REINSTALL EXISTING FLOORING AND INFILL MISSING BOARDS WITH SALVAGED BOARDS STORED ON SITE, IF ADDITIONAL FLOORING IS REQUIRED MATCH EXISTING IN SIZE, PROFILE, AND MATERIAL. 9. CEILINGS CATALOGUE CEILING BOARDS ON FIRST FLOOR, TEMPORARILY REMOVE FOR STRUCTURAL REPAIRS AND INSTALLATION OF INSULATION, REINSTALL EXISTING CEILING AND INFILL MISSING BOARDS WITH SALVAGED BOARDS STORED ON SITE, IF ADDITIONAL CEILING BOARDS ARE REQUIRED MATCH EXISTING IN SIZE, PROFILE, AND MATERIAL. NEW STRUCTURAL MEMBERS TO BE INSTALLED AT SECOND FLOOR, FLOORING JOISTS WILL REQUIRE THE CEILING TO BE RE-INSTALLED ~1 3/4" LOWER THAN THE CURRENT LOCATION. 10. CATALOGUE, REMOVE, AND STORE CARDBOARD FROM ALL SURFACES. 11. EXISTING ARCHITECTURAL ELEMENTS SHOULD BE USED AS TEMPLATES FOR NEW WORK AND FOR RESTORATION OF ELEMENTS. ALL NEW AND RESTORATION RELATED WORK SHOULD MATCH PROFILES OF EXISTING MATERIALS UNLESS OTHERWISE NOTED. 12. THE PRINCIPLE AIM OF ANY WORK MUST BE TO HALT THE PROCESS OF DETERIORATION AND STABILIZE THE ITEM'S CONDITION. REPAIR IS A SECOND OPTION WHICH BECOMES NECESSARY ONLY WHERE PRESERVATION IS NOT SUFFICIENT TO ENSURE MID-TO LONG-TERM SURVIVAL. REPAIR SHOULD ALWAYS BE BASED ON THE FUNDAMENTAL PRINCIPLE OF MINIMAL DISTURBANCE. 13. REMOVE TEMPORARY STABILIZATION & CRIBBING MEMBERS AS REQUIRED TO COMPLETE STRUCTURAL REPAIRS, ALL STABILIZATION (INCLUDING BUT NOT LIMITED TO METAL I-BEAMS, WOOD, FASTENERS) AND CRIBBING ELEMENTS TO BE REMOVED PRIOR TO PROJECT COMPLETION. EXISTING PHOTOS 31 D-201 D-202 BED 206 HW 31 3/8" = 1'-0"1 B33B44 32 BED 206 HW 32 3/8" = 1'-0"2 B34 33 BED 206 HW 33 3/8" = 1'-0"3 B35 34 BED 206 HW 34 3/8" = 1'-0"4 B36 35 BED 206 HW 35 3/8" = 1'-0"5 B37 36 BED 206 HW 36 3/8" = 1'-0"6 B38 37 W-E BED 206 HW 37 3/8" = 1'-0"7 B39 38 W-F BED 206 HW 38 3/8" = 1'-0"8 B40 BED 206 HW 39 3/8" = 1'-0"9 B41 40 D-203 BED 206 HW 40 3/8" = 1'-0"10 B43B42 NOTES HW 31 - Bed Historic Wall 31 D-201 ; D-202 ; B33 ; B44 HW 32 - Bed Historic Wall 32 B34 HW 33 - Bed Historic Wall 33 B35 HW 34 - Bed Historic Wall 34 B36 HW 35 - Bed Historic Wall 35 B37 HW 36 - Bed Historic Wall 36 B38 HW 37 - Bed Historic Wall 37 W-E ; B39 HW 38 - Bed Historic Wall 38 W-F ; B40 HW 39 - Bed Historic Wall 39 B41 HW 40 - Bed Historic Wall 40 D-203 ; B42 ; B43 111 BECKERMAN HOUSEEXISTING INTERIOR ELEVATIONS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKS931 Gibson Ave.Aspen, CO 81611City of Aspen Building Dept.HP-0771/29/19 HPC REVIEW 15/20/19HPC REVIEW 2SHEET SPECIFIC NOTES 1. LOREM IPSUM GENERAL ELEVATION NOTES 1. FIELD VERIFY ALL DIMENSIONS. 2. COORDINATE ARCHITECTURAL STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS, NOTIFY THE ARCHITECT OF ANY CONFLICTS. 3. ALL INTERIOR PAINT FINISHES TO REMAIN. NEWI NTERIOR PAINT IS LIMITED TO ROOM 104. 4. PROVIDE BLOCKING, IN-FILL FRAMING, FURRING, AND SHIMS AS NECESSARY TO INSTALL AND RESTORE WALLS, CEILINGS, AND FLOORS. MODIFY EXISTING FRAMING AS NECESSARY TO ACCEPT: WALL & CEILING FINISHES, FLOORING, TRIM, AND ME EQUIPMENT. RESECURE ALL EXISTING FURRING, FRAMING, AND INTERIOR FINISHES. REPLACE ALL DETERIORATED FURRING, FRAMING, AND INTERIOR FINISHES AS NECESSARY. 5. REMOVE DEBRIS FROM INTERIOR OF STRUCTURE, BROOM CLEAN ALL SURFACES. 6. REMOVE ALL TEMPORARY STABILIZATION MEMBERS FOLLOWING STRUCTURAL REPAIRS. 7. WHEN POSSIBLE SALVAGED MATERIALS, STORED ON SITE, SHOULD BE USED FOR REPAIRS TO HISTORIC MATERIALS (SEE STORAGE LOG). 8. FLOORS CATALOGUE FLOORING, TEMPORARILY REMOVE FLOORING FOR STRUCTURAL REPAIRS, REINSTALL EXISTING FLOORING AND INFILL MISSING BOARDS WITH SALVAGED BOARDS STORED ON SITE, IF ADDITIONAL FLOORING IS REQUIRED MATCH EXISTING IN SIZE, PROFILE, AND MATERIAL. 9. CEILINGS CATALOGUE CEILING BOARDS ON FIRST FLOOR, TEMPORARILY REMOVE FOR STRUCTURAL REPAIRS AND INSTALLATION OF INSULATION, REINSTALL EXISTING CEILING AND INFILL MISSING BOARDS WITH SALVAGED BOARDS STORED ON SITE, IF ADDITIONAL CEILING BOARDS ARE REQUIRED MATCH EXISTING IN SIZE, PROFILE, AND MATERIAL. NEW STRUCTURAL MEMBERS TO BE INSTALLED AT SECOND FLOOR, FLOORING JOISTS WILL REQUIRE THE CEILING TO BE RE-INSTALLED ~1 3/4" LOWER THAN THE CURRENT LOCATION. 10. CATALOGUE, REMOVE, AND STORE CARDBOARD FROM ALL SURFACES. 11. EXISTING ARCHITECTURAL ELEMENTS SHOULD BE USED AS TEMPLATES FOR NEW WORK AND FOR RESTORATION OF ELEMENTS. ALL NEW AND RESTORATION RELATED WORK SHOULD MATCH PROFILES OF EXISTING MATERIALS UNLESS OTHERWISE NOTED. 12. THE PRINCIPLE AIM OF ANY WORK MUST BE TO HALT THE PROCESS OF DETERIORATION AND STABILIZE THE ITEM'S CONDITION. REPAIR IS A SECOND OPTION WHICH BECOMES NECESSARY ONLY WHERE PRESERVATION IS NOT SUFFICIENT TO ENSURE MID-TO LONG-TERM SURVIVAL. REPAIR SHOULD ALWAYS BE BASED ON THE FUNDAMENTAL PRINCIPLE OF MINIMAL DISTURBANCE. 13. REMOVE TEMPORARY STABILIZATION & CRIBBING MEMBERS AS REQUIRED TO COMPLETE STRUCTURAL REPAIRS, ALL STABILIZATION (INCLUDING BUT NOT LIMITED TO METAL I-BEAMS, WOOD, FASTENERS) AND CRIBBING ELEMENTS TO BE REMOVED PRIOR TO PROJECT COMPLETION. EXISTING PHOTOS D-205 BED 207 HW 41 3/8" = 1'-0"1 B46B45 W-G BED 207 HW 42 3/8" = 1'-0"2 B47 BED 207 HW 43 3/8" = 1'-0"3 B48 D-204 BED 207 HW 44 3/8" = 1'-0"4 B49 45 D-206 BED 201 HW 45 3/8" = 1'-0"5 B54 B50 46 BED 201 HW 46 3/8" = 1'-0"6 B51 47 BED 201 HW 47 3/8" = 1'-0"7 B52 W-H BED 201 HW 48 3/8" = 1'-0"8 B53 NOTES HW 41 - Bed Historic Wall 42 D-205 ; B45 ; B46 HW 42 - Bed Historic Wall 42 W-G ; B47 HW 43 - Bed Historic Wall 43 B48 HW 44 - Bed Historic Wall 44 D-204 ; B49 HW 45 - Bed Historic Wall 45 D-206 ; B50 ; B54 HW 46 - Bed Historic Wall 46 B51 HW 47 - Bed Historic Wall 47 B52 HW 48 - Bed Historic Wall 48 W-H ; B53 112 BECKERMAN HOUSEEXISTING INTERIOR ELEVATIONS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKS931 Gibson Ave.Aspen, CO 81611City of Aspen Building Dept.HP-0781/29/19 HPC REVIEW 15/20/19HPC REVIEW 2SHEET SPECIFIC NOTES 1. LOREM IPSUM GENERAL ELEVATION NOTES 1. FIELD VERIFY ALL DIMENSIONS. 2. COORDINATE ARCHITECTURAL STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS, NOTIFY THE ARCHITECT OF ANY CONFLICTS. 3. ALL INTERIOR PAINT FINISHES TO REMAIN. NEWI NTERIOR PAINT IS LIMITED TO ROOM 104. 4. PROVIDE BLOCKING, IN-FILL FRAMING, FURRING, AND SHIMS AS NECESSARY TO INSTALL AND RESTORE WALLS, CEILINGS, AND FLOORS. MODIFY EXISTING FRAMING AS NECESSARY TO ACCEPT: WALL & CEILING FINISHES, FLOORING, TRIM, AND ME EQUIPMENT. RESECURE ALL EXISTING FURRING, FRAMING, AND INTERIOR FINISHES. REPLACE ALL DETERIORATED FURRING, FRAMING, AND INTERIOR FINISHES AS NECESSARY. 5. REMOVE DEBRIS FROM INTERIOR OF STRUCTURE, BROOM CLEAN ALL SURFACES. 6. REMOVE ALL TEMPORARY STABILIZATION MEMBERS FOLLOWING STRUCTURAL REPAIRS. 7. WHEN POSSIBLE SALVAGED MATERIALS, STORED ON SITE, SHOULD BE USED FOR REPAIRS TO HISTORIC MATERIALS (SEE STORAGE LOG). 8. FLOORS CATALOGUE FLOORING, TEMPORARILY REMOVE FLOORING FOR STRUCTURAL REPAIRS, REINSTALL EXISTING FLOORING AND INFILL MISSING BOARDS WITH SALVAGED BOARDS STORED ON SITE, IF ADDITIONAL FLOORING IS REQUIRED MATCH EXISTING IN SIZE, PROFILE, AND MATERIAL. 9. CEILINGS CATALOGUE CEILING BOARDS ON FIRST FLOOR, TEMPORARILY REMOVE FOR STRUCTURAL REPAIRS AND INSTALLATION OF INSULATION, REINSTALL EXISTING CEILING AND INFILL MISSING BOARDS WITH SALVAGED BOARDS STORED ON SITE, IF ADDITIONAL CEILING BOARDS ARE REQUIRED MATCH EXISTING IN SIZE, PROFILE, AND MATERIAL. NEW STRUCTURAL MEMBERS TO BE INSTALLED AT SECOND FLOOR, FLOORING JOISTS WILL REQUIRE THE CEILING TO BE RE-INSTALLED ~1 3/4" LOWER THAN THE CURRENT LOCATION. 10. CATALOGUE, REMOVE, AND STORE CARDBOARD FROM ALL SURFACES. 11. EXISTING ARCHITECTURAL ELEMENTS SHOULD BE USED AS TEMPLATES FOR NEW WORK AND FOR RESTORATION OF ELEMENTS. ALL NEW AND RESTORATION RELATED WORK SHOULD MATCH PROFILES OF EXISTING MATERIALS UNLESS OTHERWISE NOTED. 12. THE PRINCIPLE AIM OF ANY WORK MUST BE TO HALT THE PROCESS OF DETERIORATION AND STABILIZE THE ITEM'S CONDITION. REPAIR IS A SECOND OPTION WHICH BECOMES NECESSARY ONLY WHERE PRESERVATION IS NOT SUFFICIENT TO ENSURE MID-TO LONG-TERM SURVIVAL. REPAIR SHOULD ALWAYS BE BASED ON THE FUNDAMENTAL PRINCIPLE OF MINIMAL DISTURBANCE. 13. REMOVE TEMPORARY STABILIZATION & CRIBBING MEMBERS AS REQUIRED TO COMPLETE STRUCTURAL REPAIRS, ALL STABILIZATION (INCLUDING BUT NOT LIMITED TO METAL I-BEAMS, WOOD, FASTENERS) AND CRIBBING ELEMENTS TO BE REMOVED PRIOR TO PROJECT COMPLETION. EXISTING PHOTOS D-207 BATH 201 3/8" = 1'-0"1 BATH 201 3/8" = 1'-0"2 W-I BATH 201 3/8" = 1'-0"3 BATH 201 3/8" = 1'-0"4 NOTES Bath includes non historic fixtures and finishes 113 BECKERMAN HOUSEEXISTING INTERIOR ELEVATIONS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKS931 Gibson Ave.Aspen, CO 81611City of Aspen Building Dept.HP-0801/29/19 HPC REVIEW 15/20/19HPC REVIEW 2SHEET SPECIFIC NOTES 1. LOREM IPSUM GENERAL ELEVATION NOTES 1. FIELD VERIFY ALL DIMENSIONS. 2. COORDINATE ARCHITECTURAL STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS, NOTIFY THE ARCHITECT OF ANY CONFLICTS. 3. ALL INTERIOR PAINT FINISHES TO REMAIN. NEWI NTERIOR PAINT IS LIMITED TO ROOM 104. 4. PROVIDE BLOCKING, IN-FILL FRAMING, FURRING, AND SHIMS AS NECESSARY TO INSTALL AND RESTORE WALLS, CEILINGS, AND FLOORS. MODIFY EXISTING FRAMING AS NECESSARY TO ACCEPT: WALL & CEILING FINISHES, FLOORING, TRIM, AND ME EQUIPMENT. RESECURE ALL EXISTING FURRING, FRAMING, AND INTERIOR FINISHES. REPLACE ALL DETERIORATED FURRING, FRAMING, AND INTERIOR FINISHES AS NECESSARY. 5. REMOVE DEBRIS FROM INTERIOR OF STRUCTURE, BROOM CLEAN ALL SURFACES. 6. REMOVE ALL TEMPORARY STABILIZATION MEMBERS FOLLOWING STRUCTURAL REPAIRS. 7. WHEN POSSIBLE SALVAGED MATERIALS, STORED ON SITE, SHOULD BE USED FOR REPAIRS TO HISTORIC MATERIALS (SEE STORAGE LOG). 8. FLOORS CATALOGUE FLOORING, TEMPORARILY REMOVE FLOORING FOR STRUCTURAL REPAIRS, REINSTALL EXISTING FLOORING AND INFILL MISSING BOARDS WITH SALVAGED BOARDS STORED ON SITE, IF ADDITIONAL FLOORING IS REQUIRED MATCH EXISTING IN SIZE, PROFILE, AND MATERIAL. 9. CEILINGS CATALOGUE CEILING BOARDS ON FIRST FLOOR, TEMPORARILY REMOVE FOR STRUCTURAL REPAIRS AND INSTALLATION OF INSULATION, REINSTALL EXISTING CEILING AND INFILL MISSING BOARDS WITH SALVAGED BOARDS STORED ON SITE, IF ADDITIONAL CEILING BOARDS ARE REQUIRED MATCH EXISTING IN SIZE, PROFILE, AND MATERIAL. NEW STRUCTURAL MEMBERS TO BE INSTALLED AT SECOND FLOOR, FLOORING JOISTS WILL REQUIRE THE CEILING TO BE RE-INSTALLED ~1 3/4" LOWER THAN THE CURRENT LOCATION. 10. CATALOGUE, REMOVE, AND STORE CARDBOARD FROM ALL SURFACES. 11. EXISTING ARCHITECTURAL ELEMENTS SHOULD BE USED AS TEMPLATES FOR NEW WORK AND FOR RESTORATION OF ELEMENTS. ALL NEW AND RESTORATION RELATED WORK SHOULD MATCH PROFILES OF EXISTING MATERIALS UNLESS OTHERWISE NOTED. 12. THE PRINCIPLE AIM OF ANY WORK MUST BE TO HALT THE PROCESS OF DETERIORATION AND STABILIZE THE ITEM'S CONDITION. REPAIR IS A SECOND OPTION WHICH BECOMES NECESSARY ONLY WHERE PRESERVATION IS NOT SUFFICIENT TO ENSURE MID-TO LONG-TERM SURVIVAL. REPAIR SHOULD ALWAYS BE BASED ON THE FUNDAMENTAL PRINCIPLE OF MINIMAL DISTURBANCE. 13. REMOVE TEMPORARY STABILIZATION & CRIBBING MEMBERS AS REQUIRED TO COMPLETE STRUCTURAL REPAIRS, ALL STABILIZATION (INCLUDING BUT NOT LIMITED TO METAL I-BEAMS, WOOD, FASTENERS) AND CRIBBING ELEMENTS TO BE REMOVED PRIOR TO PROJECT COMPLETION. INTERIOR ELEVATION - KITCHEN 109 NORTH WALL 3/8" = 1'-0"1 INTERIOR ELEVATION - KITCHEN 109 EAST WALL 3/8" = 1'-0"2 INTERIOR ELEVATION - KITCHEN 109 SOUTH WALL 3/8" = 1'-0"3 INTERIOR ELEVATION - KITCHEN 109 WEST WALL 3/8" = 1'-0"4 INTERIOR PHOTO - ROOM 101 NORTH WALL 3/8" = 1'-0"5 INTERIOR PHOTO - ROOM 101 WEST WALL 3/8" = 1'-0"6 NOTES 1. LOREM IPSUM LAKSJDLKFJA;LSKJD 114 BECKERMAN HOUSEEXISTING INTERIOR ELEVATIONS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKS931 Gibson Ave.Aspen, CO 81611City of Aspen Building Dept.HP-0811/29/19 HPC REVIEW 15/20/19HPC REVIEW 2SHEET SPECIFIC NOTES 1. LOREM IPSUM GENERAL ELEVATION NOTES 1. FIELD VERIFY ALL DIMENSIONS. 2. COORDINATE ARCHITECTURAL STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS, NOTIFY THE ARCHITECT OF ANY CONFLICTS. 3. ALL INTERIOR PAINT FINISHES TO REMAIN. NEWI NTERIOR PAINT IS LIMITED TO ROOM 104. 4. PROVIDE BLOCKING, IN-FILL FRAMING, FURRING, AND SHIMS AS NECESSARY TO INSTALL AND RESTORE WALLS, CEILINGS, AND FLOORS. MODIFY EXISTING FRAMING AS NECESSARY TO ACCEPT: WALL & CEILING FINISHES, FLOORING, TRIM, AND ME EQUIPMENT. RESECURE ALL EXISTING FURRING, FRAMING, AND INTERIOR FINISHES. REPLACE ALL DETERIORATED FURRING, FRAMING, AND INTERIOR FINISHES AS NECESSARY. 5. REMOVE DEBRIS FROM INTERIOR OF STRUCTURE, BROOM CLEAN ALL SURFACES. 6. REMOVE ALL TEMPORARY STABILIZATION MEMBERS FOLLOWING STRUCTURAL REPAIRS. 7. WHEN POSSIBLE SALVAGED MATERIALS, STORED ON SITE, SHOULD BE USED FOR REPAIRS TO HISTORIC MATERIALS (SEE STORAGE LOG). 8. FLOORS CATALOGUE FLOORING, TEMPORARILY REMOVE FLOORING FOR STRUCTURAL REPAIRS, REINSTALL EXISTING FLOORING AND INFILL MISSING BOARDS WITH SALVAGED BOARDS STORED ON SITE, IF ADDITIONAL FLOORING IS REQUIRED MATCH EXISTING IN SIZE, PROFILE, AND MATERIAL. 9. CEILINGS CATALOGUE CEILING BOARDS ON FIRST FLOOR, TEMPORARILY REMOVE FOR STRUCTURAL REPAIRS AND INSTALLATION OF INSULATION, REINSTALL EXISTING CEILING AND INFILL MISSING BOARDS WITH SALVAGED BOARDS STORED ON SITE, IF ADDITIONAL CEILING BOARDS ARE REQUIRED MATCH EXISTING IN SIZE, PROFILE, AND MATERIAL. NEW STRUCTURAL MEMBERS TO BE INSTALLED AT SECOND FLOOR, FLOORING JOISTS WILL REQUIRE THE CEILING TO BE RE-INSTALLED ~1 3/4" LOWER THAN THE CURRENT LOCATION. 10. CATALOGUE, REMOVE, AND STORE CARDBOARD FROM ALL SURFACES. 11. EXISTING ARCHITECTURAL ELEMENTS SHOULD BE USED AS TEMPLATES FOR NEW WORK AND FOR RESTORATION OF ELEMENTS. ALL NEW AND RESTORATION RELATED WORK SHOULD MATCH PROFILES OF EXISTING MATERIALS UNLESS OTHERWISE NOTED. 12. THE PRINCIPLE AIM OF ANY WORK MUST BE TO HALT THE PROCESS OF DETERIORATION AND STABILIZE THE ITEM'S CONDITION. REPAIR IS A SECOND OPTION WHICH BECOMES NECESSARY ONLY WHERE PRESERVATION IS NOT SUFFICIENT TO ENSURE MID-TO LONG-TERM SURVIVAL. REPAIR SHOULD ALWAYS BE BASED ON THE FUNDAMENTAL PRINCIPLE OF MINIMAL DISTURBANCE. 13. REMOVE TEMPORARY STABILIZATION & CRIBBING MEMBERS AS REQUIRED TO COMPLETE STRUCTURAL REPAIRS, ALL STABILIZATION (INCLUDING BUT NOT LIMITED TO METAL I-BEAMS, WOOD, FASTENERS) AND CRIBBING ELEMENTS TO BE REMOVED PRIOR TO PROJECT COMPLETION. INTERIOR ELEVATION - BATH 111 NORTH WALL 3/8"=1'-0"1 INTERIOR ELEVATION - BATH 111 SOUTH WALL 3/8"=1'-0"3 INTERIOR ELEVATION - FOYER 110 NORTH WALL 3/8"=1'-0"5 INTERIOR ELEVATION - FOYER 110 SOUTH WALL 3/8"=1'-0"7 INTERIOR ELEVATION - BATH 111 EAST WALL 3/8"=1'-0"2 INTERIOR ELEVATION - BATH 111 WEST WALL 3/8"=1'-0"4 INTERIOR ELEVATION - FOYER 110 EAST WALL 3/8"=1'-0"6 INTERIOR ELEVATION - FOYER 110 WEST WALL 3/8"=1'-0"8 NOTES 1. LOREM IPSUM LAKSJDLKFJA;LSKJD EXISTING PHOTOS 115 City of Aspen Community Development Department Aspen Historic Preservation Land Use Packet City of Aspen|130 S. Galena Street.| (970) 920 5090 Historic Land Use Application Requirements, Updated: March 2016 ATTACHMENT 2 - Historic Preservation Land Use Application PROJECT: Name: Location: (Indicate street address, lot & block number or metes and bounds description of property) Parcel ID # (REQUIRED)___________________________________________________________ Applicant: Name: Address: Phone #: _______________________Fax#:___________________E-mail:_______________________________________________ REPRESENTATIVE: Name: Address: Phone #: _______________________Fax#:___________________E-mail:________________________________________________ TYPE OF APPLICATION: (please check all that apply): Historic Designation Certificate of No Negative Effect Certificate of Appropriateness -Minor Historic Development -Major Historic Development -Conceptual Historic Development -Final Historic Development -Substantial Amendment EXISTING CONDITIONS: (description of existing buildings, uses, previous approvals, etc.) ___________________________________________________________________________________________________________ ________________________________________________________________________________________________________ 931 Gibson Ave 931 Gibson: Section: 7 Township: 10 Range: 84 LAND IN SE4 OF SEC 7-10-84 DESC BY M/B BK 513 PG 942, TRACT OF LAND IN THE SUNSET LODE USMS 5310 DESC BY M/B BK 513 PG 945 FROM THE BOARD OF PITKIN CO COMM 0% 0 ACRESSUNSET LODE, U.S.M.S. 5310 931 Gibson: 2737-074-00-004 BMH Investments 1001 Fannin St. #3850, Houston, TX 77002 713-725-1851 hendrybrian@mac.com BendonAdams, Sara Adams and F&M Architects, Flynn Stewart-Severy 300 So. Spring St., #202, Aspen, CO 81621 970-925-2855 x2 sara@bendonadams.com 931 Gibson: single family home built in 1987. PROPOSAL: (description of proposed buildings, uses, modifications, etc.) remove non-historic additions on landmark, demolish home at 931 Gibson, relocate landmark to 931 Gibson and complete full restoration of landmark and construct an addition. Delist 333 Park property from historic inventory and list 931 Gibson on historic inventory after landmark is relocated. Relocation (temporary, on or off-site) Demolition (total demolition) Historic Landmark Lot Split Exhibit C 116 City of Aspen Community Development Department Aspen Historic Preservation Land Use Packet City of Aspen|130 S. Galena Street.| (970) 920 5090 Historic Land Use Application Requirements, Updated: March 2016 General Information Please check the appropriate boxes below and submit this page along with your application. This information will help us review your plans and, if necessary, coordinate with other agencies that may be involved. YES NO  Does the work you are planning include exterior work; including additions, demolitions, new construction, remodeling, rehabilitation or restoration?  Does the work you are planning include interior work, including remodeling, rehabilitation, or restoration?  Do you plan other future changes or improvements that could be reviewed at this time?  In addition to City of Aspen approval for a Certificate of Appropriateness or No Negative Effect and a building permit, are you seeking to meet the Secretary of the Interior’s Standards for Rehabilitation or restoration of a National Register of Historic Places Property in order to qualify for state or federal tax credits?  If yes, are you seeking federal rehabilitation investment tax credits in Conjunction with this project? (Only income producing properties listed on the National Register are eligible. Owner-occupied residential properties are not.)  If yes, are you seeking the Colorado State Income Tax Credit for Historical Preservation? Please check all City of Aspen Historic Preservation Benefits which you plan to use:  Rehabilitation Loan Fund  Conservation Easement Program  Dimensional Variances  Increased Density  Historic Landmark Lot Split  Waiver of Park Dedication Fees  Conditional Uses  Tax Credits  Exemption from Growth Management Quota System 117 City of Aspen Community Development Department Aspen Historic Preservation Land Use Packet City of Aspen|130 S. Galena Street.| (970) 920 5090 Historic Land Use Application Requirements, Updated: March 2016 ATTACHMENT 3 - Dimensional Requirements Form (Item #10 on the submittal requirements key. Not necessary for all projects.) Project: Applicant: Project Location: Zone District: Lot Size: Lot Area: (For the purposes of calculating Floor Area, Lot Area may be reduced for areas within the high water mark, easements, and steep slopes. Please refer to the definition of Lot Area in the Municipal Code.) Commercial net leasable: Number of residential units: Existing:___0_____Proposed:_____0____________ Existing:___1_______Proposed:______1________ Proposed % of demolition: __100%____ DIMENSIONS: (write N/A where no requirement exists in the zone district) Floor Area: Height Existing:_________Allowable:__________Proposed:________ Principal Bldg.: Existing:_________Allowable:__________Proposed:________ Accessory Bldg.: Existing:_________Allowable:__________Proposed:________ On-Site parking: Existing:_________Required:___________Proposed:________ % Site coverage: Existing:_________Required:___________Proposed:________ % Open Space: Existing:_________Required:___________Proposed:________ Front Setback: Existing:_________Required:___________Proposed:________ Rear Setback: Existing:_________Required:___________Proposed:________ Combined Front/Rear: Indicate N, S, E, W Existing:_________Required:___________Proposed:________ Side Setback: Existing:_________Required:___________Proposed:________ Side Setback: Existing:_________Required:___________Proposed:________ Combined Sides: Existing:_________Required:___________Proposed:________ Distance between buildings: Existing:_________Required:___________Proposed:________ 931 Gibson BMH Investments, represented by BendonAdams and F&M Architects 931 Gibson Avenue R-15A931Gibson: 15,497 sf 931 Gibson: 15,497 sf 4,530 25 25 2 n/a n/a 25' 10' living / 5' basement 10' 10' n/a 10' Existing non-conformities or encroachments and note if encroachment licenses have been issued: _______________ _____________________________________________________________________________ Variations requested (identify the exact variances needed): __________none. any identified slopes on survey result from development and are not natural. 118 119 CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT Agreement to Pay Application Fees An agreement between the City of Aspen ("City") and Property BMH Investments LTD Owner ("I"): Address of Property: 931 Gibson Ave (Subject of application) Phone No.: 713-725-1851 Email: hendrybrian@mac.com Billing Address: (send bills here) 1001 Fannin St. #3850 Houston, TX 77002 I understand that the City has adopted, via Ordinance No., Series of 2011, review fees for Land Use applications and payment of these fees is a condition precedent to determining application completeness. I understand that as the property owner that I am responsible for paying all fees for this development application. For flat fees and referral fees: I agree to pay the following fees for the services indicated. I understand that these flat fees are non-refundable. $. __ flat fee for _PARKS ___ _ $. _____ flat fee for ___________ _ $. __ $. _____ flat fee for ___________ _ For Deposit cases only: The City and I understand that because of the size, nature or scope of the proposed project, it is not possible at this time to know the full extent or total costs involved in processing the application. I understand that additional costs over and above the deposit may accrue. I understand and agree that it is impracticable for City staff to complete processing, review and presentation of sufficient information to enable legally required findings to be made for project consideration, unless invoices are paid in full. The City and I understand and agree that invoices mailed by the City to the above listed billing address and not returned to the City shall be considered by the City as being received by me. I agree to remit payment within 30 days of presentation of an invoice by the City for such services. I have read, understood, and agree to the Land Use Review Fee Policy including consequences for no-payment. I agree to pay the following initial deposit amounts for the specified hours of staff time. I understand that payment of a deposit does not render and application complete or compliant with approval criteria. If actual recorded costs exceed the initial deposit, I agree to pay additional monthly billings to the City to reimburse the City for the processing of my application at the hourly rates hereinafter stated. $_1,950 _____ deposit for __ 6 ____hours of Community Development Department staff time. Additional time above the deposit amount will be billed at $325.00 per hour. $ ______deposit for __ 1 ___ hours of Engineering Department staff time. Additional time above the deposit amount will be billed at $325.00 per hour. City of Aspen: Jessica Garrow, AICP Community Development Director City Use: Fees Due: $ __ Received $ __ _ March, 2016 City of Apen I 130 S. Galena St. I (970) 920 SOSO 1/:1}c,. exhibit D 120 exhibit E 121 • • • • •      exhibits C & D E F G H 122         ¼      L I M A B N N N N N N 123 exhibit F 124 125 126 127 128 129 130 131 132 133 134 135 Exhibit G 136 Exhibit H 137 113 122 111 121 110 993 995 932 975 508 510 210 208 200 982 980 500 505 501 930 920 990 935 931 129 231 229 227 225 328 326 425 127 125 123 121 124 126 128 130 132 134 136 138 140 142 228 226 224 222 424 1050 409 415 990 1000 1040 414 985 988 980 996998 950 940 515 407 753 938 927 910 925 855 851 860 110 119 117 110 112 114 116 118 120 122 925 932 114 113 109 111 115 117 119 920 930 925 935 936 955 955 223 221 324 322 325 220 218 115 113 111106 108 730 931 Gibson Vicinity Map Historic Sites Parcel Boundary 1/16/2019, 3:10:16 PM 0 0.03 0.050.01 mi 0 0.04 0.090.02 km 1:2,257 CityofAspenGIS; City of Aspen Community Development | The CityofAspen GIS Department presents the information on this website as a service to the public. Every effort has been made to ensure that the information is accurate. The CityofAspen GIS Department exhibit I 138 Regular Meeting Historic Preservation Commission February 13, 2019 Public Comment not on the Agenda ............................................................................................................. 2 Commission Comments ................................................................................................................................ 2 Conflicts of Interest. ...................................................................................................................................... 2 Minutes ......................................................................................................................................................... 2 105 E. Hallam -Conceptional Major Development, Relocation and Setback ............................................ 2 931 Gibson Avenue -Conceptual Major Development and Demolition ..................................................... 4 Work Session -Citizen Suggestion for Historic Preservation Benefits ........................................................ 6 1 exhibit J 139 Regular Meeting Historic Preservation Commission February 13, 2019 At 4:30 p.m.; Gretchen Greenwood called the regular meeting to order with Commission Members Jeffrey Halferty, Sheri Sanzone and Roger Moyer present. Also present were Andrea Bryan and Linda Manning. Public Comment not on the Agenda None. Commission Comments None. Conflicts of Interest Ms. Sanzone stated for the second item she will recuse herself. Ms. Bryan said we have taken the position as long as we open the meeting with a quorum if a member has to leave due to conflict we have not lost quorum. If the board takes action, all three members must take action unanimously. Ms. Greenwood asked if the applicant is not happy they could take action, but they could do that anyway. Mr. Moyer asked suppose the applicant doesn't care her husband owns the firm. Ms. Bryan replied it could be anyone who has an issue. Ms. Simon stated she has nothing for the rest of the list. Stephen Kanipe is retiring. His party is tomorrow at the police community room from 3:30 to 5:30. Minutes Mr. Moyer moved to approve the minutes from February 13, 2019; seconded by Mr. Halferty. All in favor except Ms. Sanzone who abstained since she was not present at the meeting. Motion carried. 105 E. Hallam -Conceptional Major Development, Relocation and Setback Ms. Greenwood ope near the Red Brick s The second floor was homes on this block. The back, move the resource fo public hearing. Ms. Simon stated it is was built in 1885. There use to b 4 square foot lot in the west end th house directly to the west. the homes are Victorian era to demolish the small addition on the include conceptual major <level There is no floor area bonus ask. The property is 500 square feet below t he applicant is proposing no alterations to the historic resource or shed. Below gra r the addition. Moving forward allows reasonable response to the block face and connecto old. There are a few things that need restudy. We are concerned that the addition doesn't on three of the desi gn guidelines related to compatible relationship between the · toric house. The addition is a mix of gable and shed roofs and not quite there yet. t said the historic house and shed will be close to the property lines and may re ore understanding of that. The historic house is wider and will trigg roposing to build a basement that is forward of the resource a is concerned with a cottonwood tree. We need to ensure sod e house can relate to grade. There is a light well that is referral comments we want the applicant to work ou cling a transformer on site. We have co about tree preservation, micropile walls and stormwater. There are front basement setback variances needed. There is a four inch reduction for the west side yard and a four inch for the combined side yard as well. We recommend continuation. 2 140 Regular Meeting Historic Preservation Commission February 13, 2019 Ms. Greenwood asked about air conditioning. Ms. Simon replied we haven't got to that level of detail. They are allowed to sit in the setbacks. Mr. Moyer said mechanical keeps coming up. Is it something we need to discuss in the future. Ms. Simon said we are trying to be more proactive. We have started doing this mini referral process. Mr. Moyer said the fire issue is interesting. Would a fire retardant paint be sufficient. Ms. Simon stated she does not think so. Mr. Halferty said we haven't moved a lot of brick structures. Ms. Simon said we don't have an explanation from the engineer yet. Ms. Sanzone said the house next door was recently remodeled. Will there be a sidewalk here. Ms. Simon said engineering is asking for a floating sidewalk. Ms. Sanzone replied I think it would be important for the commission to weigh in on that topic. nan, Z Group Architects, representing the applicant, stated the property cont ·n 1885. Large cottonwood trees sit in front of the property. We woul · on in the rear of the house. The proposal is to move the house for Moving the house forward makes room for a one car gara e tree at the front, we will start at the 15 foot line an the house movers about the move. The front po We want to keep the landscaping minim e can come up with a solution The new portion is all within the s Mr. Halferty said t me fire rating issue. Ms. Noo something we want t ill have to work with the fire rating. We will hav Mr. Moyer asked how will similar to what we have now. low landscaping to hide it visual Ms. Greenwood asked about the de Ms. Noonan said some of the thought gable roof. In order to get the square foo property to be the prominent feature. T don't have the visual impact. We keP, as far as the guidelines, have you c th the landscaping it would be al above grade. We would have es not think they meet any of them. at the surrounding properties we have the in a big hip roof. We want the historic mething lower and stay behind it so we ion for the materials. Mr. Halferty said oofform. Ms. Noonan said we did look at a hip roof and it become there be an issue extending t nd heavy. Mr. Moyer asked would Ms. Noonan said we are just shy of the 10 feet at 9 foot ·on replied there is a pinch. They can't move the ho f erral comments are helpful. We need more informatio rement for a transformer on the property seems restrictive. aid she agrees with staff. She has a problem with the five foot fron his opment project, not a restoration. What are we getting from it except all t to be easier. There is a reason for a 10 foot setback. She is not in favor of g ts the wrong precedent to set. She does not think this project deserves a bonus in the ront. understands the rear. This limits the ability for landscape in the front. We have very specific design guidelines. You have to pick from three concepts. This addition has none of them. I think you need to rethink the addition in its entirety. I think you could get more creative with the lightwells and maybe combine two in to one. She is fine with moving the building forward. Mr. Halferty said it is an interesting addition for the relationship to the resource. One of our guidelines talks about related roof forms. Seeing the sheds and gables related to the resource not being compliant. As far as the setback, because it is subgrade, I'm fine with it. I think the link and connection is another 3 141 Regular Meeting Historic Preservation Commission February 13, 2019 guideline that is not compliant. I think the mass and height of the addition is close. It is too tall of an addition. As far as site plan the resource and shed, I feel the shed is an important element of the project and is left in the back. I think as far as staff is concerned the light wells can be restudied. The roof forms of the addition are non conforming to our guidelines. Moving a brick structure is a whole other element and needs to be done right. He would recommend continuance for additional study. Mr. Moyer said when we move a structure there is a bond, can it be increased. Ms. Simon replied I think it is set in the code. Mr. Moyer said it is a close project but not quite there. He is not so much against the set back as Gretchen. He would like to ask for a larger bond to move the structure. Ms. Greenwood said it has to be continued. It has to meet the guidelines. Mr. Moyer moved to continue 105 E. Hallam to April 10, 2019; seconded by Ms. Sanzone. All in favor, motion carried. 931 Gibson Avenue -Conceptual Major Development and Demolition Sarah Yoon, community development, stated 931 Gibson is the receiving site for the two Victorians. It is a 15,497 square foot lot in the R15A zone. They were asked to return with a fully developed application for development. They received approval from council for relocation. The demolition of the existing non historic structure is not part of review. There were four conditions of Ordinance 22. The applicant has been working with city depts to determine community impacts related to the relocation. The applicant has provided confirmation from the house mover stating the resources would be able to withstand the relocation. There has been an ongoing discussion regarding phasing the permitting processes. Staff supports the phasing for the relocation permit, but staff does not support the phasing for the foundation permit because the appropriate approvals and development orders would not be in place. The applicant has since revised their request for submitting both permits prior to the final approval. The applicant proposes to restore the historic configuration as indicated on the Sandborn maps. There is an above grade addition with a 30 foot long connecting element. They applicant is not requesting any dimensional variations at this time. They plan to fully restore the historic buildings once they are relocated. There are two areas that have been called out for alterations. Both have been covered with non historic additions. One is where the connecting element is proposed to be located the other is where the new windows and doors are proposed. Staff recommends additional investigation for the area related to the connecting element. Guideline 10.4 states the focus must be the historic landmark and it must be the predominant structure. It also talks that the above grade addition must not exceed 100 percent of the above grade floor area compared to the landmark. Since the proposed design does meet two of the listed criteria HPC may consider an exemption from this requirement. This project does meet this requirement. The addition is slightly taller than the landmark. The proposed totaling floor area for the new addition including the connecting element is approximately 2,320 square feet, making it about 25 percent larger in comparison to the landmark buildings. The plan shows that the front most facades of the addition is proud of the front fa<;ade of the historic landmark by about seven feet which contributes to staffs concern related to visual dominance. The connecting element is about 16 feet wide and 30 feet long. Staff finds the site can support a longer than typical connecting element. The design guidelines do not specify a maximum. We do have concerns with the width of the connecting element. There is a large light well in a highly visible location. Staff is recommending restudy of all of these areas. 10.6 states the new addition is recognized as a product of its own time but the addition must achieve visual compatibility when compared with the landmark. The form relates closely but staff is concerned with the proposed secondary screened wall feature and extended skylight features and how they may interfere with the form. The applicant is now proposing to remove the extended skylight and lower the height of the brick wall. The applicant is also proposing a roof deck on top of the connecting element. Typically roof decks are not permitted on connecting elements unless they have limited visibility. Staff is recommending it be removed. In terms of form, the gable roof and pitch relate back to the landmark. The proposed materials for the addition are mostly masonry and brick and the connecting element is mostly glazing. The proposed building materials appear to be a purposeful departure from the materials and that is permitted. The proposed fenestration 4 142 Regular Meeting Historic Preservation Commission February 13, 2019 on the new addition does hint at the size and ratio using the brick screens on the front fa9ade, however the relationship isn't carried throughout the rest of the addition. Staff would like that restudied. Staff recommends continuance to April 24 th for restudy. Staff would like restudy related to compatibility and scale of the new addition. There are seven conditions mostly related to compatibility and scale. Mr. Moyer said on the connector, sometime a little messy vitality is good and activity on the rooftop could be considered. Ms. Yoon said it is not prohibited if there is limited visibility. The way the connector faces Gibson it is hard to achieve. Ms. Greenwood said one of the recommendations talks about the width of the connector and the objection is the material of the historic resource. What is the fa9ade. Ms. Yoon replied it is a side that has been covered. Our first concern is there might be historic material back there. Applicant Sara Adams, Flynn Stewart Sevrie and Bryan Hendries Sara Adams, representing the owner, said we omitted the skylight that would require a variance. It will be flush with the roof pitch. We were here last summer to discuss relocation. Flynn Stewart Severy, architect, stated we are trying to create the historic lot rhythm by separating the structures by 30 feet. The structures will be connected by a single story element. Ms. Adams said the lot is 15,500 square feet. It is wider than it is deep. There is no alley. The allowed floor area is just over 4,500. We are not asking for a bonus. The primary entrance is the landmark. We want to work with the existing vegetation. The width of the connector is 16 feet but 30 feet wide. We know it is something not traditionally seen. Having the kitchen centrally located keeps the resource in play. We meet five of the eight criteria to receive more than 100 percent square feet than the landmark. We feel we have gone above and beyond. We feel the massing is appropriate. For materials we don't want to compete with the Victorian and are proposing brick and screening. It is similar form and a strong reference with the windows. It is compatible but not an imitation. Mr. Moyer asked why is the new structure more forward than the resource. Ms. Adams replied we struggled with that. There were trade offs that needed to happen particularly with where the garage needed to be. We wanted to minimize the amount of hardscape for the driveway. Mr. Moyer said the new building is slightly higher. Ms. Adams stated it is and the grade of the site goes up as well. Mr. Stewart Sevrie said the addition is on the higher side of the lot. The elevation change is three feet. Mr. Moyer asked ifl were to walk up to the connector and look at the resource there is a doorway. Ms. Adams said that is what we are proposing. We don't believe there is any historic siding. Ms. Greenwood opened the public comment. 1. Mike Maple said his parents own the adjacent house. Last summer I had strong objections to relocating the structure, FAR bonuses, setback bonuses and the garage bonuses. I appreciate council prohibited the lot split. I am happy to see instead of two houses and two garages that the underlying zonings have been adhered to and there are no bonus requests. I tip my hat to the owner for complying with the underlying zoning. Generally, it looks good to me. With respect to staffs concern to the deck, I don't have that concern. 2. Ms. Yoon received four comments via email all in support. Ms. Greenwood closed the public comment. Discussion Ms. Greenwood said I commend you on an excellent project. Guidelines are guidelines. I am really impressed with the creativity in which you gave respect to the guidelines but ventured out. The forms followed our guidelines. I don't agree with staff. I would hate to see you water down this proposal. The connection is perfect for the two forms. This building belongs next to the resource. The amount of historic preservation is extraordinary and worth everything to the City of Aspen. It is a gift. The site plan and architecture create a park like setting that the neighborhood is lucky to have. The sensitivity in which you did the windows on the addition is beautiful and relates to the addition. The brick detail feels like the right residential for this building. I like the deck on top and think it will be a beautiful place to be. I feel 5 143 Regular Meeting Historic Preservation Commission February 13, 2019 this is ready to move forward. I don't agree with restudy. There couldn't be better compatibility with the resource. I like that the two buildings are compatible and one is not forward and one is not back. It is really evident the historic building takes precedent on the site. I disagree with staff and feel you meet the guidelines. I have no issue with the skylight and think the natural light is important. I would like to see this move forward. Mr. Halferty said I echo Gretchen's comments. I think it is really well thought out. You have all done an excellent job. This is the proper place to relocate the historic resource. I think it meets all the sections for streetscape. The fenestration versus wall for the new addition is complimentary and compatible for the resource. I think the link is well done. I have no problem with the roof deck. I think it does comply with section 4 for doors and windows. 5 and 6 is well presented for mass and scale. Section 7 for roof is very complimentary. The addition is very complimentary. It does not compete with the resource. Section 10 is well presented and does not compete with the resource. They are not asking for variances and are under the FAR. I could approve the project as is. Mr. Moyer said I think you have done an excellent job with visual compatibility. I think the use of the deck is a great idea. Messy vitality is great. I don't have a problem with the sky light. Items 5, 6, and 7, I would like to see included in the motion dealt with at final. Jessica Garrow, community development, suggested removing subsections 1, 2, and 3 from section 1 of the resolution for the motion. Mr. Halferty moved to approve Resolution #2, Series of 2019; seconded by Mr. Moyer. Roll call vote. Moyer, yes; Halferty, yes; Greenwood, yes. Motion carried. Work Session -Citizen Suggestion for Historic Preservation Benefits Ms. Simon said we are planning to take forward code amendments that you saw in December. Council wants changes to the affordable housing waiver to maybe eliminate it and replace it with other waivers. If you were to add on 1,000 square feet more than you already have you would be receiving an affordable housing waiver of $50,000. We're trying to replace that. We are thinking about relief in the permit fees. We don't want to start waiving other department's fees. We would rather come up with a waiver than have the benefit go away completely. Ms. Greenwood said good projects deserve to have a benefit. Ms. Simon said a citizen came before us with some suggestions and we included his letter in the packet. A few years ago there was a change to the zoning that on Main Street there couldn't be a mixed use development. He is suggesting some new floor area waivers only to historic properties. We are not supportive. Most of the conversation we are having is to reduce square footage, not grant more allowances. He is looking for an exemption for a back porch. He is also looking for large area wells to not have a height or floor area penalty. Height is already dealt with. He is also suggesting that decks don't count at all. Ms. Greenwood moved to extend the meeting to 7:15; seconded by Mr. Halferty. All in favor, motion carried. She said a rear porch not counted, no one would do that. On a small property four feet won't count. Mr. Moyer said I'm in favor of it. Having a little bit of activity in an alley is a good thing. What are the negatives. Ms. Simon said it potentially exempts a significant amount of floor area and additional mass on the site. Mr. Halferty said in reality no one is going to give up that square footage. Ms. Greenwood said we already have the ability to grant a bonus for a rear deck without changing the code. Ms. Greenwood said for number two she likes the concept but once again they can use a bonus for it. Mr. Halferty said for number three you should be able to make it work. Ms. Greenwood said once again you can ask for bonus for it. At 7: 15 p.m. Mr. Halferty moved to adjourn; seconded by Mr. Moyer. All in favor, motion carried. Linda Manning City Clerk 6 144 RESOLUTION #2, SERIES OF 2019 A RESOLUTION OF THE ASPEN HISTORIC PRESERVATION COMMISSION (HPC) GRANTING CONCEPTUAL MAJOR DEVELOPMENT REVIEW FOR THE PROPERTY LOCATED 931 GIBSON AVENUE, AS LEGALLY DESCRIBED IN ATTACHMENT A PARCEL ID: 2737-074-00-004 WHEREAS, the applicant, BMH Investments, LTD, represented by BendonAdams, LLC., has requested HPC approval for Conceptual Major Development for the property located at 931 Gibson Avenue, as legally described in Attachment A; and WHEREAS, Section 26.415.070 of the Municipal Code states that "no building or structure shall be erected, constructed, enlarged, altered, repaired, relocated or improved involving a designated historic property or district until plans or sufficient information have been submitted to the Community Development Director and approved in accordance with the procedures established for their review;" and WHEREAS, for Conceptual Major Development Review, the HPC must review the application, a staff analysis report and the evidence presented at a hearing to determine the project's conformance with the City of Aspen Historic Preservation Design Guidelines per Section 26.415.070.D.3.b.2 and 3 of the Municipal Code and other applicable Code Sections. The HPC may approve, disapprove, approve with conditions or continue the application to obtain additional information necessary to make a decision to approve or deny; and WHEREAS, HPC reviewed the project on February 27, 2019. HPC considered the application, the staff memo and public comments, and found the proposal consistent with the review standards and granted approval with conditions by a three to zero (3 to 0) vote. NOW, THEREFORE, BE IT RESOLVED: That HPC hereby approves Conceptual Major Development for 931 Gibson Avenue with the following conditions: Section 1: Conceptual Major Development Review HPC hereby approves Conceptual Major Development with the with the following conditions: 1.) At the time of demolition of non-historic additions, investigate the historic framing and materials on the north west elevation of the historic house where the connecting element is proposed with staff and monitor review and approval. 2.) Provide preliminary plans for drainage and stormwater mitigation for review at the time of Final review. Take the status of the Holy Cross Electric Easement into account. 1111111 111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII HPC Resolution #2, Series of 2019 RECEPTION#: 655614, R: $28.00, D: $0.00 Page 1 of 4 DOC CODE: RESOLUTION Pg 1 of 4, 04/3012019 at 03:10:19 PM Janice K.Vos Caudill, Pitkin County, CO 145 3.) Provide proposed layout for utilities and mechanical equipment for review at the time of Final review 4.) Provide floor area calculations of the existing house on 931 Gibson at the time of building permit application. Section 2: Approvals for Relocation, Demolition, Designation by City Council All approvals granted by City Council through Ordinance #22, Series of 2018 remain valid. Section 3: Project Phasing Project phasing shall be permitted in the following process: A. Applicant may apply for a relocation permit as part of the approval to move the historic structures from 333 Park Avenue to 931 Gibson following the approval for Conceptual Major Development and City Council call-up, but prior to Final Major Development approval. All bonds required as part of the City Council Ordinance #22, Series of 2018 and Administrative Stream Margin approval ( Recorded at Reception No. 654054) shall be submitted to the City of Aspen prior to issuance of the relocation permit. B. The applicant must submit for a tree removal permit and the necessary plans required by the Parks Department prior to the issuance of the relocation permit. C. A development application for Final Major Development shall be submitted within one (1) year of the date of approval of a Conceptual Major Development plan. Failure to file such an application within this time period shall render null and void the approval of the Conceptual Development plan. Section 4: Impact Fees and School Land Dedication Any applicable fees shall be assessed at the time of building permit application submittal and paid at building permit issuance. The amount shall be calculated using the methodology and fee schedule in effect at the time of building permit submittal. The allocation of any fee credits for demolition work on 931 Gibson Avenue shall remain with the parcel where the structures are currently located. Credits shall only be given for legally established floor area. The demolition of the existing non-historic residence on 931 Gibson is approved for demolition. Section 5: Material Representations All material representations and commitments made by the Applicant pursuant to the development proposal approvals as herein awarded, whether in public hearing or documentation presented before the Community Development Department, the Historic Preservation Commission, or the Aspen City Council are hereby incorporated in such plan development approvals and the same shall be complied with as if fully set forth herein, unless amended by other specific conditions or an authorized authority. HPC Resolution #2, Series of 2019 Page 2 of 4 146 Section b: Existing Litigation This Resolution shall not affect any existing litigation and shall not operate as an abatement of any action or proceeding now pending under or by virtue of the ordinances repealed or amended as herein provided, and the same shall be conducted and concluded under such prior ordinances. Section 7: Severability If any section, subsection, sentence, clause, phrase, or portion of this Resolution is for any reason held invalid or unconstitutional in a court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and shall not affect the validity of the remaining portions thereof. APPROVED BY THE COMMISSION at its regular meeting on the 27" day of February, 2019• Approved as to Form: Approved as to Content: An rea Bryan, essistant City Attorney Gretc n Gree wood, C air ATTEST: L'ncla Manning, City Clerk HPC Resolution #2, Series of 2019 Page 3 of 4 147 ATTACHMENT A: Legal Description of Addresses 931 Gibson Avenue Parcel 1: A Parcel of Land situated in the Southeast '/4 of Section 7, Township 10 South. Range 84 West of the 6th Principal Meridian more fully described as follows: Beginning at a point whence corner No. 1 1 of the East Aspen Additional Townsite bears South 54°52'17" East 58.10 feet: Thence South 34°54'00" West 46.63 feet to The True Point of Beginning; Thence North 63° 58'00" West 185.12 feet, Thence South 15°30"00" West 86.60 feet; Thence South 63°54'00'" East 155.54 feet; Thence North 34° 45'00" East 88.30 feet to The Point of Beginning. Parcel 2: A Tract of Land situated in the Sunset Lode, U.S.M.S. No. 5310. being more fully described as follows: Beginning at a point on the Easterly side line of said Sunset Lode whence Corner No. 10 of East Aspen Additional Townsite bears North 34045' East 46.63 Feet; Thence North 63° 58' West 185.12 feet to a point on the Westerly side line of said Lode, Thence following said Westerly side line North 15°30"' East 17.03; Thence South 62°54'41'" East 150.27 feet: Thence 39.76 feet along the arc of a curve to the right having a radius of 295.57 feet to a point on said Easterly side; Thence following said Easterly side line South 34°45' West 10.70 feet to The Point of Beginning. Together with any property lying Northerly of the above described property and the Southerly line of Gibson Avenue. HPC Resolution #2, Series of 2019 Page 4 of 4 148 Pitkin County Mailing List of 300 Feet Radius Pitkin County GIS presents the information and data on this web site as a service to the public. Every effort has been made to ensure that the information and data contained in this electronic system is accurate, but the accuracy may change. Mineral estate ownership is not included in this mailing list. Pitkin County does not maintain a database of mineral estate owners. Pitkin County GIS makes no warranty or guarantee concerning the completeness, accuracy, or reliability of the content at this site or at other sites to which we link. Assessing accuracy and reliability of information and data is the sole responsibility of the user. The user understands he or she is solely responsible and liable for use, modification, or distribution of any information or data obtained on this web site. This document contains a Mailing List formatted to be printed on Avery 5160 Labels. If printing, DO NOT "fit to page" or "shrink oversized pages." This will manipulate the margins such that they no longer line up on the labels sheet. Print actual size. From Parcel: 273707400004 on 04/30/2019 Instructions: Disclaimer: http://www.pitkinmapsandmore.com 149 ELA CHARLES S ASPEN, CO 81611 140 MAPLE LN ISAAC THOMAS D REV TRST ASPEN, CO 81611 975 KING ST CRAVEN ELLYN KATHLEEN ASPEN, CO 81611 124 MAPLE LN THALBERG K MARITAL INC TRUST BOZEMAN, MT 59715 128 HITCHING POST RD GIBSON MATCHLESS LLC ATLANTA, GA 30324 1924 PIEDMONT CIR NE BLEEKER STREET REV TRUST ASPEN, CO 81612 PO BOX 22 DOUGHERTY THOMAS P WILMINGTON, DE 19808 5317 LIMESTONE RD HATANAKA HOWARD I ASPEN, CO 81611 980 KING ST LEILA KING LLC SAN FRANCISCO, CA 94111 4 EMBARCADERO CTR # 1900 FOERSTER JAMES ASPEN, CO 81611 0134 MAPLE LN FARR TENA D SPRECKELS, CA 93962 PO BOX 7534 CITY OF ASPEN ASPEN, CO 81611 130 S GALENA ST BECKER ALAN K TRUST ASPEN, CO 81611 950 MATCHLESS DR LAWRENCE LARRY S QPR TRUST LA JOLLA, CA 92037 8560 RUETTE MONTE CARLO ALVIS MARCI L HOUSTON, TX 77040 8827 W SAM HOUSTON PKWY N #200 BREBNER RICHARD ASPEN, CO 81611 124 MAPLE LN BEIT SIMCHA LLC DALLAS, TX 75240 13101 PRESTON RD #200 WEISMAN FAMILY LP MINNEAPOLIS, MN 55406 2708 IRVING AVE S PATTERSON KAREN & CHARLES ASPEN, CO 81611 129 MAPLE LN HEARTSTONE LLC ASPEN, CO 81612 PO BOX 151 ALVIS STEVEN D HOUSTON, TX 77040 8827 W SAM HOUSTON PKWY N #200 SACHSE TODD DETROIT, MI 48226 1528 WOODWARD AVE #600 990 KING ST UNIT #4 LLC ASPEN, CO 81611 1295 RIVERSIDE DR GIBSON 910 LLC CHICAGO, IL 60614 1871 N HOWE JUNGQUIST DAVID J REV TRUST SAINT PAUL, MN 55128 6348 HWY 36 BLVD #8 SHEEBER AIMEE ASPEN, CO 81611 138 MAPLE LN WARMING SOLVEIG ASPEN, CO 81611 120 MAPLE LN GIRVIN LINDA A ASPEN, CO 81611 414 N MILL ST CAIN JOHN J TRUST SUNRIVER, OR 97707 18160 COTTONWOOD RD #375 981 KING STREET LLC ASPEN, CO 81612 PO BOX 3123 150 DODARO CHRISTINE & PETER ASPEN, CO 81611 930 MATCHLESS DR WAGAR RICHARD H ASPEN, CO 81612 PO BOX 9063 CITY OF ASPEN ASPEN, CO 81611 130 S GALENA ST RYAN MARTHA ASPEN, CO 81611 127 MAPLE LN BECK JEFFREY L & JANET SUE DALLAS, TX 75254 6211 RAINTREE CT BROWNELL CONDO ASSOC ASPEN, CO 81611 996 GIBSON AVE BENZIGER KATHERINE ASPEN, CO 81611 1050 MATCHLESS DR #2 WAGAR RICHARD H ASPEN, CO 81612 PO BOX 9063 KNIGHT ERIC ASPEN, CO 81611 138 MAPLE LN BYARD ANNE/MORRIS JAMES LIV TRUST ASPEN, CO 81611 860 GIBSON AVE HAT COLORADO LLC LOS ANGELES, CA 90024 10866 WILSHIRE BLVD #1100 SHOAF JEFFREY S ASPEN, CO 81612 PO BOX 3123 HARRIS DAVID E & PATRICIA ASPEN, CO 81611 117 NEALE AVE FARR TENA D 1989 TRUST SPRECKELS, CA 93962 PO BOX 7534 SMALLS RAY ASPEN, CO 81612 PO BOX 3197 MAPLE CHARLES A & BRYCE M ASPEN, CO 81611 1250 MOUNTAIN VIEW DR 990 KING ST UNIT #2 LLC ASPEN, CO 81611 1295 RIVERSIDE DR DIBELLO JACQUELINE ASPEN, CO 81611 990 KING ST # 1 MAINIAC PROPERTIES LLC SCARBOROUGH, ME 04074 201 US ROUTE 1 #226 17 QUEEN LLC ASPEN, CO 81611 1315 MOUNTAIN VIEW DR RUGGIERI LISA ANN ASPEN, CO 81611 136 MAPLE LN JUNGQUIST TERRI L REV TRUST SAINT PAUL, MN 55128 6348 HWY 36 BLVD #8 CHRISTOPHER MICHAEL ASPEN, CO 816112179 130 MAPLE LN PATRICIA CONDO ASSOC ASPEN, CO 81611 COMMON AREA 980 KING ST HAMILTON VIRGINIA RUTH ASPEN, CO 81611 0134 MAPLE LN DWS FAMILY TRUST DALLAS, TX 75201 1918 N OLIVE STREET #1901 WALDRON K BRENT ASPEN, CO 81612 PO BOX 4900 LAWRENCE MARA B QPR TRUST LA JOLLA, CA 92037 8560 RUETTE MONTE CARLO RACQUET CLUB CONDO ASSOC ASPEN, CO 81611 1000 MATCHLESS DR SURVIVORS TRUST ALAMEDA, CA 94501 1352 BAY ST 151 URBAN BLIGHT CONDO ASSOC ASPEN, CO 81611 COMMON AREA 925 GIBSON AVE MEADOWS JEAN R & STANLEY H HIGHLAND PARK, IL 60035 538 HILLSIDE DR FUENTE DAVID & SHEILA BOCA RATON, FL 33431 701 TERN POINT CIR SNOW ORCHID LLC MENLO PARK, CA 94025 1125 SAN MATEO DR KETAI JAMES A DETROIT, MI 48226 1528 WOODWARD AVE #600 VARE DARLENE DESEDLE TRUST SANTA MONICA, CA 90403 1024 19TH ST #7 LIPSEY WILLIAM S ASPEN, CO 81611 955 KING ST ROCKY MTN PROPERTY II LLC ASPEN, CO 81611 73 SMUGGLER GROVE RD TEUSCHER JONATHAN W & ANNETTE L ASPEN, CO 81611 126 MAPLE LN GREENWOOD WILLIAM S ASPEN, CO 81612 PO BOX 4778 SMUGGLER HOMEOWNERS ASSOCIATION ASPEN, CO 81611 OAK LN, COTTONWOOD LN, MAPLE LN PERKINS WENDY LIVING TRUST ASPEN, CO 81611 122 MAPLE LN BELINDA BEE CONDO ASPEN, CO 81611 990 KING ST 152 XXXXXXX X X XEEEEE X X XXXXXXXXGGGGG GG G G G GS 29°17'09" W 103.44'N 62°54'41" W 118.62'∆=7°42'27"R=295.57'L=39.76'ChB=N59°03'28"WChL=39.73'N 3 4 ° 4 5 ' 0 0 " E 9 5 . 0 7 'S 66°34'00" E 83.50'S 63°54'00" E 66.25'37.40'34.4 0 '37.40'34.4 0 '26.8'27.9' 35.6'87.3'GRAVELPARKINGCONCRETEDRIVEWAYADJOINER TENTSHEDSHEDADJOINER HOUSEADJOINER HOUSE#5 REBAR & CAPL.S. #16129CATV PED.BOULDERBOULDERWALLTIE R E T . W A L L (TY P . )PAVER PATIO (TYP.)UPPER LEVELWOOD DECKLOWERLEVELWOOD DECKCO N C R E T E W A L K TWO STORY WOODFRAME HOUSEWITH BASEMENT931 GIBSON AVENUEWINDOWWELLWINDOWWELLWO O D D E C K STE P SWOODDECKCO N C . R E T . W A L L STE P S STE P S STE P S TIE R E T . W A L L ( T Y P . )FENCE(TYP.)FENCE(TYP.)FENCEFENCESTONE WALKCONCRETEPATIOBOULDER PK NAIL& SHINERL.S. #37972CONC.WALLCONCRETEDRIVEWAYSHE D GIBSON AVENUEASPHALTPARCEL 1BK 513 PG 94215,497 S.F.±#5 REBAR & CAPL.S. #379721" IRON BAR#5REBAR#5REBARTELE.PED.MAILBOXELEC.METERGASMETERGASLINEBOULDERRET. WALLSTONE WALLCONCRETECURB & GUTTERGRAVELPARKINGC.O.A. GPSQ-159N89°10'36"W1612.08'C.O.A. GPSMONUMENT #4S31°13'19"W789.88'PARCEL 2BK 513 PG 942QUIT CLAIM DEEDBK 758 PG 230LOT ANO PROBLEM JOELOT BNO PROBLEM JOEBEATONBECKMAPLEF.F.EL=7939.65'F.F.EL=7930.40'RIDGEEL=7960.5'10'25'10'10'BUILDING SETBACK PER R-15ABUILDING SETBACK PER R-15A BUILDING SETBACK PER R-15ASTONEWALKRIDGEEL=7962.0'7933 793779367938793579347933793479327933793279327934 WWWWWWWWWWWWWWWWWWWWOSWWATERSERVICETTTTTTTTTTTTTTTTTSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SE W E R S E R V I C E P E R A C S D EX-UE EX-UE CTV CTV CTVCABLE TV LINEELECTRICLINETELEPHONELINEWATERLINESEWERMANHOLET1T2T3T4T5T6T7T8T9T10T11T12T13T14T15T16T17T18T19T20T21T22T23T24T25T26T27T28T29T30T31T32T33T34T35T36T37T38T39T40T41T42T43T44T45T46T47T48T49T50T51T52T53T54T55T56T57T58T59T60T61T62T63T64T65T66T67T68T69SLOPE TABLENUMBER123MIN. SLOPE0.000%20.000%30.000%MAX. SLOPE20.000%30.000%2000.000%COLORSLOPES EXISTING FROM 20% AND ABOVE ARE POSSIBLY MANMADE10' HOLY CROSS ELECTRICEASEMENT PER BK 304 PG 658ELEC.TRANS.EX-UEEX-UEEX-UEEX-UEEX-UEEX-UEEX-UEEX-UEEX-UEEX-UEELECTRICLINEELECTRICLINESLOPE TABLENUMBER123MIN. SLOPE0.000%20.000%30.000%MAX. SLOPE20.000%30.000%2000.000%COLORAREA14983.66271.78241.56SLOPES EXISTING FROM 20% AND ABOVE ARE POSSIBLY MANMADENOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTIONBASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRSTDISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT INTHIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THECERTIFICATION SHOWN HEREON.ByNO.DateProject NO.RevisionDrawn By:Checked By:Date:Computer File:P.O. Box 1746Rifle, CO 81650Phone (970) 625-1954Fax (970) 579-7150www.peaksurveyinginc.comSNWEPeak Surveying, Inc.Since 2007170341 OF 1931 GIBSON, LLC.CITY OF ASPEN, COLORADOIMPROVEMENT & TOPO SURVEYSIT. IN SE1/4 SEC.7, T10S, R84W931 GIBSON AVENUEJRNJRNAUGUST 28, 2017034.DWG1 05/22/18GENERATE SLOPE ANALYSISJRN201/17/19UPDATE SURVEYJRN3 02/15/19 UPDATE SURVEYJRN4 03/22/19UPDATE SURVEYJRN5 04/22/19UPDATE SURVEYJRNIMPROVEMENT SURVEY STATEMENTI HEREBY STATE THAT THIS IMPROVEMENT SURVEY WAS PREPARED BY PEAK SURVEYING, INC.FOR 931 GIBSON, LLC.I FURTHER STATE THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE,JUNE 16, 2017, JANUARY 17, AND APRIL 18, 2019, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELYWITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NOENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOININGPREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OFANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. IFURTHER STATE THAT I HAVE EXAMINED THE TITLE COMMITMENT PREPARED BY PITKINCOUNTY TITLE, INC., CASE NO. PCT24522W, DATED EFFECTIVE AUGUST 17, 2015 AND FIND ALLEXCEPTIONS TO TITLE THAT AFFECT THE SUBJECT PROPERTY ARE SHOWN HEREON TO THE BESTOF MY KNOWLEDGE AND BELIEF. ERROR OF CLOSURE FOR THIS SURVEY IS LESS THAN 1:15,000.BY:___________________________________ JASON R. NEIL, P.L.S. NO. 37935IMPROVEMENT SURVEY PLAT & TOPOGRAPHIC SURVEYA PARCEL OF LAND SITUATED IN THE SE1/4 OF SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6TH P.M.CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADOPROPERTY DESCRIPTIONPARCEL 1:A PARCEL OF LAND SITUATED IN THE SE1/4 OF SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84WEST OF THE SIXTH PRINCIPAL MERIDIAN, BEING MORE FULLY DESCRIBED AS FOLLOWS:BEGINNING AT A POINT WHENCE CORNER NO. 11 OF THE EAST ASPEN ADDITIONALTOWNSITE BEARS S54°52'17"E 58.10 FEET; THENCE S34°54'00"W 46.63 FEET TO THE TRUE POINTOF BEGINNING; THENCE N63°58'00"W 185.12 FEET; THENCE S15°30'00"W 88.60 FEET; THENCES63°54'00"E 155.54 FEET; THENCE N34°45'00"E 88.30 FEET TO THE POINT OF BEGINNING.EXCEPTING THOSE PORTIONS WHICH LIE WITHIN THE BOUNDARIES OF DEEDS RECORDEDFEBRUARY 6, 1970 IN BOOK 246 AT PAGE 672 “CANDREIA PARCEL” AND RECORDED APRIL 12,1982 IN BOOK 424 AT PAGE 966 “ZUPANCIS PARCEL”.ALSO EXCEPTING THAT PORTION AS DESCRIBED IN QUIT CLAIM DEED RECORDED AUGUST11, 1994 IN BOOK 758 AT PAGE 230.PARCEL 2:A TRACT OF LAND SITUATED IN THE SUNSET LODE, U.S.M.S. NO. 5310, BEING MORE FULLYDESCRIBED AS FOLLOWS:BEGINNING AT A POINT ON THE EASTERLY SIDE LINE OF SAID SUNSET LODE WHENCECORNER NO. 10 OF EAST ASPEN ADDITIONAL TOWNSITE BEARS N34°45'00"E 46.63 FEET;THENCE N63°58'00"W 185.12 FEET TO A POINT ON THE WESTERLY SIDE LINE OF SAID LODE;THENCE FOLLOWING SAID WESTERLY SIDE LINE N15°30'0"E 17.03 FEET; THENCE S62°54'41"E150.27 FEET; THENCE 39.76 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING ARADIUS OF 295.57 FEET TO A POINT ON SAID EASTERLY SIDE; THENCE FOLLOWING SAIDEASTERLY SIDE LINE S34°45'00"W 10.70 FEET TO THE POINT OF BEGINNING.TOGETHER WITH ANY PROPERTY LYING NORTHERLY OF THE ABOVE DESCRIBED PROPERTYAND THE SOUTHERLY LINE OF GIBSON AVENUE.EXCEPTING THAT PORTION AS DESCRIBED IN QUIT CLAIM DEED RECORDED AUGUST 11, 1994IN BOOK 758 AT PAGE 230.COUNTY OF PITKINSTATE OF COLORADONOTES:1) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS, BUILDINGSETBACKS AND EASEMENTS OF RECORD, OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN INTHE TITLE COMMITMENT PREPARED BY PITKIN COUNTY TITLE, INC., CASE NO. PCT24522W,DATED EFFECTIVE AUGUST 17, 2015.2) THE DATE OF THIS FIELD SURVEY WAS JUNE 16, 2017, JANUARY 17, AND APRIL 18, 2019.3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N29°17'09"E BETWEEN THESOUTHWESTERLY CORNER OF THE SUBJECT PROPERTY, A PK NAIL AND SHINER IN CONCRETEL.S. #37972 FOUND IN PLACE AND THE NORTHWESTERLY CORNER OF SAID SUBJECT PROPERTY,A #5 REBAR & CAP L.S. #37972 FOUND IN PLACE.4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET.5) THIS SURVEY IS BASED ON THE BOOK 513 PAGE 942, BOOK 513 PAGE 945 RECORDED IN THEPITKIN COUNTY CLERK AND RECORDER'S OFFICE, AN IMPROVEMENT SURVEY PREPARED BYROCKY MOUNTAIN SURVEYING DATED AUGUST 2015, FILE NO. 15530 AND CORNERS FOUND INPLACE.6) THIS SURVEY IS BASED ON FOUND CORNERS AND THE ABOVE MENTIONED SURVEYPREPARED BY ROCKY MOUNTAIN SURVEYING. IT DOES NOT CONSTITUTE A TITLE SEARCH BYPSI. ACCORDING TO THE WESTERLY ADJOINING OWNER THE CORNERS ESTABLISHED ARE NOTWHAT HE REMEMBERS AND HE BELIEVES THE BOUNDARY IS ALONG THE WIRE FENCEESTABLISHED BY SAID ADJOINER. PSI HAS CONVEYED THIS INFORMATION TO THE OWNER OFTHE SUBJECT PROPERTY.7) AT THE TIME OF THE JANUARY 17, 2019 FIELD VISIT 18" OF SNOW AND ICE EXISTED ON THEGROUND.NESW0306090120150180210240270300330P e ak Surveying, Inc.0101020405SUBJECTPROPERTYVICINITY MAPSCALE: 1" = 2000'COLO R A DO LICENSEDPROFESSIONAL LAND SURVEYOR JASO N R. NEIL3793504/22/19153 check compatibility first, as some  paints may bleed color.    CLEARCOAT FP may be applied by  brush or airless spray technique in  a thin, even coat.  Care should be  taken to avoid creating foam or  trapping air bubbles which may  later result in pinholes or hazing. If  traction enhancement is required,  iron‐free sharp white quartz sand  or AsperGrit Plastic Granules may  be broadcast into the wet CLEAR‐ COAT FP.  After the first coat has  thoroughly dried with the embed‐ ded grit, a second coat of CLEAR‐ COAT FP is applied to thoroughly  encapsulate the aggregate.  Sized  and graded sharp white quartz  sand and AsperGrit are available  from Andek Corporation.    Equipment may be cleaned with  water while the CLEARCOAT FP is  still wet.    DESCRIPTION  FP is a clear fluoropolymer coating  & sealer.  It produces a tough,  glossy, hard‐wearing and chemi‐ cally resistant surface.  CLEARCOAT  FP may be used as a clear, tough  gloss coat over approved sub‐ strates.    OUTSTANDING FEATURES  Cured film is flexible, tough, and  abrasion resistant.  Has fast setting properties and  rapid strength build.  User friendly, fast application.  Will not discolor or degrade un‐ der UV radiation.  Reduces down time after coating  application.  Will accommodate movement as  well as resist abrasion and wear.    APPLICATION  All surfaces to be coated must be  clean, dry, and completely free of  loose particles, grease, oil, or any  substance that would interfere  with proper bond.  CLEARCOAT FP  Hardener container should be emp‐ tied into the CLEARCOAT FP resin &  stirred for 3 minutes, then allowed  to sit for 10 minutes or as long as  necessary for all air to escape. CLE‐ ARCOAT FP may be applied over  products such as Polafloor AC after  the Polaroof AC has been thor‐ oughly dry for at least 24 hours. If  overcoating a painted surface,  LIMITATIONS  Do not use below 40°F.  Do not  apply if the application cannot  be protected from precipitation for  4 hours.  Shelf life is 12 months  when stored in proprietary contain‐ ers between 45°F and 95°F.      MAINTENANCE  Damaged areas should be thor‐ oughly sanded and cleaned and  then recoated.  Dirt accumulations  may be removed with warm water  and detergent.    PRECAUTIONS  Read the container label warning   and Safety Data Sheet (SDS) for  important health and safety  infor‐ mation prior to the use of this  product.    Keep out of reach of children and  pets.    For additional information, contact  our Technical Department.   SPECIFICATIONS   Coating Fluoropolymer urethane  VOC 80 gms/liter   Pot Life 6 hours  Shelf Life 1 year (unopened) from date of manufacture  Recommended Thickness 2 ‐ 3 mils Dry Film Thickness (DFT) per coat  Coverage Approx. 350 to 400 square ft/gallon,            depending upon substrate  Packaging 1 gallon pails   Color Clear   PRODUCT DATA CLEARCOAT FP High Performance Clear Fluoropolymer TM ANDEK CORPORATION ∙ 850 Glen Ave ∙ P.O. Box 392 ∙ Moorestown NJ 08057‐0392   Tel 800.800.2844 ∙ Fax 856.786.0580 ∙ www.Andek.com  154           TECHNICAL DATA   Impact Resistance   4 mm indentation No cracking or loss of adhesion  Solids Content 48% (B.W.); 45% (B.V.)  ASTM D‐1044  Flashpoint Non‐Flammable FTMS‐141A(M4293)  Tensile Strength 2,000 psi  ASTM D‐412   Low Temperature Flexibility 180 deg. Bend @ 20°F  ASTM C‐711  Drying Time 1 hour @ 70°F  (50% R.H.)   Cure Time 24 hours @ 70°F  (50% R.H.)   Weatherometer Pass ASTM G‐23  Water Absorption Zero ASTM D‐570‐77  Elongation 50%  ASTM D‐412  Hardness 4H ASTM D‐3363  CLEARCOAT FP High Performance Clear Fluoropolymer PRODUCT DATA NOTICE:  The information presented herein is based on tests and data that Andek Corporation believes to be reliable.  It is in‐ tended for use by technically qualified personnel at their own discretion and risk.  Since conditions of handling and use are  beyond our control, we make no warranties, express or implied, and assume no liability in connection with any use of this infor‐ mation. Nothing herein is to be construed as a license to operate or a recommendation to infringe any patent.  Effective Date: 4/2015                     © 2015 Andek Corporation. All right reserved. ANDEK is a registered trademark ANDEK CORPORATION ∙ 850 Glen Ave ∙ P.O. Box 392 ∙ Moorestown NJ 08057‐0392   Tel 800.800.2844 ∙ Fax 856.786.0580 ∙ www.Andek.com  TM 155 Product Standards and Guide Specifications 1 ULT5920 Series (Thermal / Non-Thermal) Multi-Sliding Door SECTION 08160 SLIDING METAL DOORS Part 1 – General 1.01 Summary A. Section includes: 1. Sliding Metal Doors B. Related Sections: 1.02 References A. American Architectural Manufacturers Association (AAMA) B. American Society for Testing and Materials (ASTM) C. Aluminum Association (AA) D. National Wood Window & Door Association (NWWDA) 1.03 System Description A. General: In addition to requirements shown or specified, comply with: 1. Applicable provisions of AAMA Windows and Sliding Glass Doors Manual for design, materials, fabrication and installation of component parts. B. Design Requirements: Arcadia ULT-5920 Series (thermal/ non-thermal) Multi-Sliding Doors. 1.04 Quality Assurance A. Single Source Responsibility: 1. Obtain entrances, storefronts, ribbon walls, window walls, curtain walls, window systems, and finish through one source from a single manufacturer. B. Provide test reports from AAMA accredited laboratories certifying the performances as specified in 1.03. 1.05 Warranty A. Warranted against failure and/or deterioration of metals due to manufacturing process for a period of one (1) year providing the product was installed in accordance with Arcadia’s installation instructions and maintained in accordance with Arcadia’s operations and maintenance manual. Part 2 – Products 2.01 Manufacturers A. Acceptable Manufacturers: 1. Arcadia Architectural Products, Inc., 5190 S. Santa Fe Ave, Vernon, CA 9058. 323-908-5467, fax 323-908- 5547. B. Acceptable Products: 1. Arcadia ULT-5920 Series (thermal/non-thermal) Multi- Sliding Doors. 2.02 Materials A. Windows & doors fabricated from aluminum extrusions of 6063-T5 alloy and temper with a minimum wall thickness of 0.090” for the door frame sill member and a minimum of 0.072” for all other members including frame, panel and optional horizontal muntins. The aluminum shall be free of defects which impair strength and appearance. B. Component parts and accessories shall be of aluminum alloy, stainless steel or non-metallic materials which will neither deteriorate nor promote corrosion. C. Thermal break barrier (optional) shall provide a continuous uninterrupted thermal separation around the entire perimeter of the panel only which shall consist of a two-part, chemically curing, high-strength urethane. D. Sill shall have a full-length nylon track cap. E. Panel members shall have a minimum of 5/8” glass penetration into the aluminum. F. Operable panel shall be equipped with two adjustable steel tandem ball bearing rollers (all stainless steel tandem rollers and housings optional). G. Locking device Adams-Rite maximum security lock MS+1850 with stainless steel hook bolt standard. Multi-slider doors & windows including all pocket windows can be supplied with locking flush pulls and an Adams-Rite MS+1847 stainless steel mortise lock-optional. H. Operating panels shall have an extruded 3/4” diameter – 8” O.C. aluminum wire pull handle set in either clear or black architect finish – other colors available. I. Operating panels shall contain a bottom rail vinyl sweep. J. Horizontal members shall have two contact points incorporating silicone treated woven pile with mylar center fins. All vertical members shall have four contact points of silicone treated woven pile with mylar center fins. All shall be held in integral extruded slots and secured to prevent movement or loss while operating sash. K. Fixed and/or sliding panels shall be constructed to allow for either factory or field glazing. Panel glazing shall be accomplished using a “marine” style reusable, wraparound black flexible PVC or EPDM material per commercial standard CS23060 without the need for separate glazing beads or putty style bedding compounds. The glazing channel shall be provided with the unit for either 1” insulating glass or 3/16” or 1/4” single glazing. L. All assembly and installation screws shall be 18-8 or 410 stainless steel. M. Screen made of extruded aluminum frame and screened with 18 x 16 fiber mesh. 2.03 Finish A. Finish all exposed areas of aluminum and components as indicated (excluding hardware): 1. Clear Anodized Class I (215 R1-0.4-0.7 mils thick) meeting AAMA 611.89 1. Dark Bronze Anodized Class 1 (0.7 mils thick) meeting AAMA 611.89 1. Standard finish is White baked on enamel-Duracron paint PPG UC-UC-42737 meeting AAMA 2603-98 1. Standard finish is Quaker Bronze baked on enamel- Duracron paint PPG UC-88426 meeting AAMA 2603-98. 1. Custom colors in a baked-on enamel or Duranar finish are also available – AAMA 2604.98 and AAMA 2605.98 subject to minimum square footage requirements. 2.04 Fabrication A. Primary frame must be a minimum of 2” deep per panel required. B. Frame sections interlock together to form any number of repetitious sections, each capable of accommodating a panel. C. Each frame corner joint shall be secured with two stainless steel screws. D. Profile of the fixed jamb and the latching jamb shall include two weatherstripped pockets to receive the fixed and latching stiles. E. Fixed and sliding panels shall have a nominal 1-1/2” depth and shall have overlapped joints of the mortise type to provide extra strength and interlocking mechanically fastened hairline joints. F. Interlocks and latching stiles shall be heavy gauge tubular sections assuring precise alignment and to resist twisting under load conditions. Part 3 – Execution 3.01 Examinations A. Examine conditions and verify substrate conditions are acceptable for product installation. 3.02 Installation A. Install in accordance with approved shop drawings and manufacturers installation instructions. 3.03 Field Quality Control Contractor’s responsibility to make all necessary final adjustments to attain normal operation of each door and its mechanical hardware. END OF SECTION (or) (or) (or) (or) 156 157 DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY:9280 E. OLD VAIL RD.TUCSON, AZ 85747TEL: (520) 284-2070FAX: (520) 299-1638ORDER #PROJECT NAMEDEALER NAMEDATE DRAWN AR FIXED JAMB 158"118"EXTERIOR INTERIOR 11316"FIXED SILL 158"118" EXTERIOR INTERIOR 11316"158"118" EXTERIOR INTERIOR 11316" FIXED HEAD FIXED - LONG LEGS TSX40 FIXED JAMB 158"118"EXTERIOR INTERIOR 11316"All dimensions and conditions shown in these Shop Drawings should be verified in the field before fabrication & installation. Substrate details are for reference only and must be verified by Sub-Contractor and Architect.5.01 6" = 1' 158 All information subject to change without notice. See website for details, specifications and Watertightness Warranty requirements. © Berridge Manufacturing Company 2018 • 800-669-0009 • www.berridge.com 9” Coverage (229 mm) 12” Coverage (305 mm) Materials 24 Gauge Steel Specifications Uses: Roof, Wall, Fascia Finishes: Victorian or Classic embossed pattern Fasteners: Concealed Applications: Solid sheathing Coverage: 9" wide and 12" tall Installation ■ Factory formed prefinished tiles ■133 Shingles per square, must order in full square quantities, minimum order of one square ■ Use J-Clip continuously at ridge, hip, gables, endwalls, valleys, etc.* ■ Use 4” ridge/hip cap continuously at ridges and hips* ■ Use drip flashing continuously at eaves and gables* * Trim drawings with dimensions, specified angle or roof pitch, and finish side required for all Berridge manufactured trim pieces Berridge Victorian & Classic Shingles SHINGLE SYSTEM The Berridge Victorian and Classic Shingles create a traditional design look. This versatile product can be used in residential or commercial applications over solid wood sheathing on both roofs and walls making it ideal for restoration projects or new construction requiring a historic Victorian or classical traditional feel. Pictured Above Panel: Classic Project: Sinclair Hille Studio Architect: Sinclair Hille General Contractor and Installer: Brester Construction Color: Zinc Grey Pictured Right Panel: Victorian 9” Coverage (229 mm) 12” Coverage (305 mm) Victorian Classic 159 CORPORATE HEADQUARTERS 2610 Harry Wurzbach Road San Antonio, TX 78209 (800) 669-0009 www.Berridge.com CATEGORY CHARACTERISTIC TEST METHOD PURPOSE RESULT PERFORMANCE n Underwriters Laboratories UL 580/UL 1897 Test method to determine uplift resistance of roof assemblies See Load Chart on Berridge website ROOF LISTINGS n Florida Product Approval TAS 125 Local and state approval of products and systems for compliance with the structural requirements of the Florida Building Code FL# 11422.2 (24 GA-Wood Deck) FL# 11241.3 (24 GA-Plywood) n Miami Dade TAS 125 Miami Dade County approval of building products directly related to the structural wind resistance NOA # 17-0808.05 n TDI Listed UL 580 Texas Department of Insurance Listing for wind capacities RC-231 (24 GA-Plywood) BERRIDGE VICTORIAN & CLASSIC SHINGLES TESTING AND CERTIFICATION SUMMARY CHART n - Steel only o - Steel and Aluminum For further details please visit www.berridge.com 160 WARNING: Both raw and fire retardant cedar products can contain natural oils and a level of tannic acid that can cause corrosion to unprotected metals and concrete surfaces. For FSR treated cedar, pre-painted galvanized or pre-painted aluminum gutters are highly recommended. When using copper or any other non coated metal (galvanized included), flashings, gutters, and valleys, for FSR treated cedar, coat the surface with 2 coats of a clear acrylic enamel finish. Initial water runoff can cause staining and corrosion if the proper procedures are not followed. A thorough wash and rinse (less than 125 psi) immediately after application will significantly reduce this risk. FSR Treatment Inc. is not responsible for any direct or indirect damages caused by water runoff. Stainless steel fasteners (ASTM type 316) are recommended. Apply each shingle with two (only) fasteners. Each fastener should be placed not more that 3/4" from the side edge of the shingle and not more than 1" above the exposure line. Use 3d (1-1/4") nails for 16" and 18" shingles, and 4d (1-1/2") for 24" shingles. In all cases, fasteners should be long enough to penetrate at least 3/4" or through the sheathing. Drive them flush, but not so that the head crushes the wood. 161 162 Benjamin Moore & Co., 101 Paragon Drive, Montvale, NJ 07645 Tel: (201) 573-9600 Fax: (201) 573-9046 www.benjaminmoore.com M72 148 EN 082818 AURA® GRAND ENTRANCE® HIGH GLOSS 148 Features General Description  Rich lustrous finish  Outstanding durability  Excellent color retention and fade resistance  Easy, smooth application  Available in unlimited colors  For Interior & Exterior use  Lifetime Limited Warranty Aura® Grand Entrance® brings rich, vivid color and exceptional durability to your exterior doors and trim. Inspired by fine European door and trim enamel, Aura® Grand Entrance® cures to a lustrous finish that lends your home a look of elegance and luxury. Specially formulated to retain color integrity and gloss, this enamel is easy to apply, has excellent hide and is available in unlimited colors. Recommended For Limitations For primed or previously painted interior and exterior, wood, metal or fiberglass doors and trim.  Do not apply when air and surface temperatures are below 50 °F (10 °C)  Should not be used on exterior soft or flexible substrates  Two coats required for ultimate sheen and durability  Available in Quarts only Product Information Colors — Standard: White (01) Technical Data White Vehicle Type Urethane Modified Waterborne Alkyd Pigment Type Titanium Dioxide Volume Solids 42 ± 2% Coverage per Quart at Recommended Film Thickness 100 - 125 Sq. Ft. Recommended Film Thickness – Wet 3.7 mils – Dry 1.5 mils Depending on surface texture and porosity. Be sure to estimate the right amount of paint for the job. This will ensure color uniformity and minimize the disposal of excess paint. Dry Time @ 77 °F (25 °C) @ 50% RH – To Touch 4 - 6 Hours – To Recoat Overnight Full cure will be reached in 5 – 7 days Dries By Evaporation, Oxidation Viscosity 91 ± 3 KU Flash Point None Gloss / Sheen High-Gloss (85+ @ 60°) Surface Temperature at Application – Min. 50 °F – Max. 90 °F Thin With Clean Water Clean Up Thinner Clean Water Weight Per Gallon 10.9 lbs Storage Temperature – Min. 40 °F – Max. 90 °F Volatile Organic Compounds (VOC) 46 g/L .39 lbs/gal — Tint Bases: Benjamin Moore® Gennex® bases 1X, 2X, 3X, 4X — Special Colors: Contact your Benjamin Moore representative. Certifications & Qualifications: VOC compliant in all regulated areas Class A (0-25) over non-combustible surfaces when tested in accordance with ASTM E-84 Anti-microbial - This product contains antimicrobial additives that inhibit the growth of mold and mildew on the surface of the paint film. Technical Assistance Available through your local authorized independent Benjamin Moore retailer. For the location of the retailer nearest you, call 1-866-708-9180 or visit www.benjaminmoore.com Lifetime Limited Warranty Benjamin Moore & Co., Limited warrants that this product, when used in accordance with the label instructions, will not: 1. blister from properly prepared and primed surfaces; 2. peel from properly prepared and primed surfaces; and 3. wear down or weather to expose the previously painted surface. This limited warranty shall be effective for so long as you reside in your home and is made to the original residential consumer paint purchaser. This limited warranty is non-transferable. If this product fails to perform as explained above when used according to label instructions within the warranty period, Benjamin Moore & Co., Limited will, upon presentation of proof of purchase (original sales receipt), provide an equivalent or comparable product at no charge. Since we have no control over surface preparation or application, this limited warranty does not include the cost of labor for application of paint. Benjamin Moore & Co., Limited shall in no event be liable for indirect, special, incidental or consequential damages, including economic loss. This limited warranty gives you specific legal rights and is applicable to products sold in Canada. You may also have other rights which vary province to province. EXCEPT AS SET OUT ABOVE OR PURSUANT TO APPLICABLE LAWS, THE LIMITED WARRANTY PROVIDED ABOVE IS THE SOLE AND EXCLUSIVE WARRANTY PROVIDED BY BENJAMIN MOORE & CO., LIMITED TO YOU FOR THIS PRODUCT AND IS IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, WHETHER ARISING OUT OF OPERATION OF LAW OR OTHERWISE. ◊ Reported values are for White. Contact Benjamin Moore for values of other bases or colors. 163 Aura® Grand Entrance® High Gloss 148 Benjamin Moore & Co., 101 Paragon Drive, Montvale, NJ 07645 Tel: (201) 573-9600 Fax: (201) 573-9046 www.benjaminmoore.com M72 148 EN 082818 Aura, Benjamin Moore, Fresh Start, Gennex, Grand Entrance, Super Spec HP, Ultra Spec and the triangle “M” symbol are registered trademarks licensed to Benjamin Moore & Co. © 2015, 2018 Benjamin Moore & Co. All rights reserved Surface Preparation Surfaces to be painted must be clean, dry, and free of dirt, dust, grease, oil, soap, wax, scaling paint, water soluble materials, and mildew. Remove any peeling or scaling paint and sand these areas to feather edges smooth with adjacent surfaces. Glossy areas should be dulled. To achieve the ultimate smoothness new and previously painted substrates should be sanded with 220 grit sand paper Difficult Substrates: Benjamin Moore offers a number of specialty primers for use over difficult substrates such as bleeding woods, grease stains, crayon markings, hard glossy surfaces, galvanized metal, or other substrates where paint adhesion or stain suppression is a particular problem. Your Benjamin Moore® retailer can recommend the right problem solving primer for your special needs. WARNING! If you scrape, sand, or remove old paint, you may release lead dust. LEAD IS TOXIC. EXPOSURE TO LEAD DUST CAN CAUSE SERIOUS ILLNESS, SUCH AS BRAIN DAMAGE, ESPECIALLY IN CHILDREN. PREGNANT WOMEN SHOULD ALSO AVOID EXPOSURE. Wear a NIOSH approved respirator to control lead exposure. Clean up carefully with a HEPA vacuum and a wet mop. Before you start, find out how to protect yourself and your family by contacting the National Lead Information Hotline at 1- 800-424-LEAD or log on to www.epa.gov/lead. Primer/Finish Systems New surfaces should be fully primed, and previously painted surfaces may be primed or spot primed as necessary. Sanding between coats with 220 grit sand paper will produce an ultra smooth finish Special Note: Certain custom colors require a Deep Color Base Primer tinted to a special prescription formula to achieve the desired color. Consult your retailer. Wood and engineered wood products: Primer: Fresh Start® Multi-Purpose Latex Primer (N023) or Fresh Start® High-Hiding All Purpose Primer (046). For bleeding woods such as cedar and redwood, use Fresh Start® Multi-Purpose Oil Based Primer (024) Finish: 2 coats Aura® Grand Entrance® High Gloss (148) Fiberglass: Primer: Fresh Start® High-Hiding All Purpose Primer (046) Finish: 2 coats Aura® Grand Entrance® High Gloss (148) Ferrous Metal (Steel and Iron): Primer: Ultra Spec® HP Acrylic Metal Primer (HP04) or Super Spec HP® Alkyd Metal Primer (P06) Finish: 2 coats Aura® Grand Entrance® High Gloss (148) Non-Ferrous Metal (Galvanized & Aluminum): All new metal surfaces must be thoroughly cleaned with Corotech® Oil & Grease Emulsifier (V600) to remove contaminants. New shiny non-ferrous metal surfaces that will be subject to abrasion should be dulled with very fine sandpaper or a synthetic steel wool pad to promote adhesion Primer: Ultra Spec® HP Acrylic Metal Primer (HP04) Finish: 2 coats Aura® Grand Entrance® High Gloss (148) Repaint, All Substrates: Prime bare areas with the primer recommended for the substrate above. Application Stir thoroughly before and during use. Apply two coats at the recommended spread rate. Paint Application: For best results, use a premium Benjamin Moore® custom-blended nylon/polyester brush, premium Benjamin Moore® Microfiber roller, or a similar product. Apply paint generously from unpainted area into wet area. This product can also be sprayed. Extra ventilation is necessary under humid conditions to speed the dry time of Aura Grand Entrance, especially when the paint is applied over sealed, hard, non-porous surfaces. The chart below is for general guidance. Mild conditions Severe conditions Very severe conditions Dry (RH<50%), and Temperature between 70 ˚F and 90 ˚F (RH> 50%), and/or temperature between 50 ˚F and 70 ˚F RH> 85%, or temperature < 50˚F Aura Grand Entrance will dry normally. Dry to touch: 4-6 hours To Recoat: 16 hours Aura Grand Entrance will dry slower than normal unless the following is done to speed the dry time: Ventilate the room with a fan and/or turn on A/C to lower the humidity. Do not apply Spray, Airless: Fluid Pressure — 1,500 - 2,500 PSI; Tip — .011 - .015 Orifice Thinning/Clean Up Thinning is unnecessary, but if required to obtain desired application properties, a small amount of clean water may be added. Never add other paints or solvents. Clean up with warm soapy water. Spray equipment should be given a final rinse with mineral spirits to prevent rusting. USE COMPLETELY OR DISPOSE OF PROPERLY. Dry, empty containers may be recycled in a can recycling program. Local disposal requirements vary; consult your sanitation department or state-designated environmental agency on disposal options. Environmental Health & Safety Information Use only with adequate ventilation. Do not breathe spray mist or sanding dust. Ensure fresh air entry during application and drying. Avoid contact with eyes and prolonged or repeated contact with skin. May cause allergic skin reaction. Avoid exposure to dust and spray mist by wearing a NIOSH approved respirator during application, sanding and clean up. Follow respirator manufacturer’s directions for respirator use. Close container after each use. Wash thoroughly after handling WARNING Cancer and Reproductive Harm– www.P65warnings.ca.gov FIRST AID: In case of eye contact, flush immediately with plenty of water for at least 15 minutes; for skin, wash thoroughly with soap and water. If symptoms persist, seek medical attention. If you experience difficulty breathing, leave the area to obtain fresh air. If continued difficulty is experienced, get medical attention immediately. IN CASE OF SPILL – Absorb with inert material and dispose of as specified under “Clean Up”. KEEP OUT OF REACH OF CHILDREN PROTECT FROM FREEZING Refer to Safety Data Sheet for additional health and safety information. 164 Benjamin Moore & Co., 101 Paragon Drive, Montvale, NJ 07645 Tel: (201) 573-9600 Fax: (201) 573-9046 www.benjaminmoore.com M72 147 US 082818 AURA® GRAND ENTRANCE® SATIN 147 Features General Description  Rich lustrous finish  Outstanding durability  Excellent color retention and fade resistance  Easy, smooth application  Available in unlimited colors  For Interior & Exterior use  Lifetime Limited Warranty Aura® Grand Entrance® brings rich, vivid color and exceptional durability to your exterior doors and trim. Inspired by fine European door and trim enamel, Aura® Grand Entrance® cures to a lustrous finish that lends your home a look of elegance and luxury. Specially formulated to retain color integrity and gloss, this enamel is easy to apply, has excellent hide and is available in unlimited colors. Recommended For Limitations For primed or previously painted interior and exterior, wood, metal or fiberglass doors and trim.  Do not apply when air and surface temperatures are below 50 °F (10 °C)  Should not be used on exterior soft or flexible substrates  Two coats required for ultimate sheen and durability  Available in Quarts only Product Information Colors — Standard: White (01) Technical Data White Vehicle Type Urethane Modified Waterborne Alkyd Pigment Type Titanium Dioxide Volume Solids 38-42% Coverage per Quart at Recommended Film Thickness 100-125 Sq. Ft. Recommended Film Thickness – Wet 3.6 mils – Dry 1.4 mils Depending on surface texture and porosity. Be sure to estimate the right amount of paint for the job. This will ensure color uniformity and minimize the disposal of excess paint. Dry Time @ 77 °F (25 °C) @ 50% RH – To Touch 4 - 6 Hours – To Recoat Overnight Full cure will be reached in 5 – 7 days Dries By Evaporation, Oxidation Viscosity 95±5 KU Flash Point None Gloss / Sheen Satin (25 - 35 @ 60°) Surface Temperature at Application – Min. 50 °F – Max. 90 °F Thin With Clean Water Clean Up Thinner Clean Water Weight Per Gallon 10.9 lbs Storage Temperature – Min. 40 °F – Max. 90 °F Volatile Organic Compounds (VOC) 48 g/L .40 lbs/gal — Tint Bases: Benjamin Moore® Gennex® bases 1X, 2X, 3X, 4X — Special Colors: Contact your Benjamin Moore representative. Certifications & Qualifications: VOC compliant in all regulated areas Class A (0-25) over non-combustible surfaces when tested in accordance with ASTM E-84 Technical Assistance Available through your local authorized independent Benjamin Moore retailer. For the location of the retailer nearest you, call 1-866-708-9180 or visit www.benjaminmoore.com Lifetime Limited Warranty Benjamin Moore & Co., Limited warrants that this product, when used in accordance with the label instructions, will not: 1. blister from properly prepared and primed surfaces; 2. peel from properly prepared and primed surfaces; and 3. wear down or weather to expose the previously painted surface. This limited warranty shall be effective for so long as you reside in your home and is made to the original residential consumer paint purchaser. This limited warranty is non-transferable. If this product fails to perform as explained above when used according to label instructions within the warranty period, Benjamin Moore & Co., Limited will, upon presentation of proof of purchase (original sales receipt), provide an equivalent or comparable product at no charge. Since we have no control over surface preparation or application, this limited warranty does not include the cost of labor for application of paint. Benjamin Moore & Co., Limited shall in no event be liable for indirect, special, incidental or consequential damages, including economic loss. This limited warranty gives you specific legal rights and is applicable to products sold in Canada. You may also have other rights which vary province to province. EXCEPT AS SET OUT ABOVE OR PURSUANT TO APPLICABLE LAWS, THE LIMITED WARRANTY PROVIDED ABOVE IS THE SOLE AND EXCLUSIVE WARRANTY PROVIDED BY BENJAMIN MOORE & CO., LIMITED TO YOU FOR THIS PRODUCT AND IS IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, WHETHER ARISING OUT OF OPERATION OF LAW OR OTHERWISE. ◊Reported values are for White. Contact Benjamin Moore for values of other bases or colors. 165 Aura® Grand Entrance® Satin 147 Benjamin Moore & Co., 101 Paragon Drive, Montvale, NJ 07645 Tel: (201) 573-9600 Fax: (201) 573-9046 www.benjaminmoore.com M72 147 US 082818 Aura, Benjamin Moore, Fresh Start, Gennex, Grand Entrance, Super Spec HP, Ultra Spec and the triangle “M” symbol are registered trademarks licensed to Benjamin Moore & Co. © 2015, 2018 Benjamin Moore & Co. All rights reserved Surface Preparation Surfaces to be painted must be clean, dry, and free of dirt, dust, grease, oil, soap, wax, scaling paint, water soluble materials, and mildew. Remove any peeling or scaling paint and sand these areas to feather edges smooth with adjacent surfaces. Glossy areas should be dulled. To achieve the ultimate smoothness new and previously painted substrates should be sanded with 220 grit sand paper Difficult Substrates: Benjamin Moore offers a number of specialty primers for use over difficult substrates such as bleeding woods, grease stains, crayon markings, hard glossy surfaces, galvanized metal, or other substrates where paint adhesion or stain suppression is a particular problem. Your Benjamin Moore ® retailer can recommend the right problem solving primer for your special needs. WARNING! If you scrape, sand, or remove old paint, you may release lead dust. LEAD IS TOXIC. EXPOSURE TO LEAD DUST CAN CAUSE SERIOUS ILLNESS, SUCH AS BRAIN DAMAGE, ESPECIALLY IN CHILDREN. PREGNANT WOMEN SHOULD ALSO AVOID EXPOSURE. Wear a NIOSH approved respirator to control lead exposure. Clean up carefully with a HEPA vacuum and a wet mop. Before you start, find out how to protect yourself and your family by contacting the National Lead Information Hotline at 1- 800-424-LEAD or log on to www.epa.gov/lead. Primer/Finish Systems New surfaces should be fully primed, and previously painted surfaces may be primed or spot primed as necessary. Sanding between coats with 220 grit sand paper will produce an ultra smooth finish. Special Note: Certain custom colors require a Deep Color Base Primer tinted to a special prescription formula to achieve the desired color. Consult your retailer. Wood and engineered wood products: Primer: Fresh Start® Multi-Purpose Latex Primer (N023) or Fresh Start® High-Hiding All Purpose Primer (046). For bleeding woods such as cedar and redwood, use Fresh Start® Multi-Purpose Oil Based Primer (024) Finish: 2 coats Aura® Grand Entrance® Satin (147) Fiberglass: Primer: Fresh Start® High-Hiding All Purpose Primer (046) Finish: 2 coats Aura® Grand Entrance® Satin (147) Ferrous Metal (Steel and Iron): Primer: Ultra Spec® HP Acrylic Metal Primer (HP04) or Super Spec HP® Alkyd Metal Primer (P06) Finish: 2 coats Aura® Grand Entrance® Satin (147) Non-Ferrous Metal (Galvanized & Aluminum): All new metal surfaces must be thoroughly cleaned with Corotech® Oil & Grease Emulsifier (V600) to remove contaminants. New shiny non-ferrous metal surfaces that will be subject to abrasion should be dulled with very fine sandpaper or a synthetic steel wool pad to promote adhesion Primer: Ultra Spec® HP Acrylic Metal Primer (HP04) Finish: 2 coats Aura® Grand Entrance® Satin (147) Repaint, All Substrates: Prime bare areas with the primer recommended for the substrate above. Application Stir thoroughly before and during use. Apply two coats at the recommended spread rate. Paint Application: For best results, use a premium Benjamin Moore® custom-blended nylon/polyester brush, premium Benjamin Moore® Microfiber roller, or a similar product. Apply paint generously from unpainted area into wet area. This product can also be sprayed. Extra ventilation is necessary under humid conditions to speed the dry time of Aura Grand Entrance, especially when the paint is applied over sealed, hard, non-porous surfaces. The chart below is for general guidance. Mild conditions Severe conditions Very severe conditions Dry (RH<50%), and Temperature between 70˚F and 90˚F (RH> 50%), and/or temperature between 50˚F and 70˚F RH> 85%, or temperature < 50˚F Aura Grand Entrance will dry normally. Dry to touch: 4-6 hours To Recoat: 16 hours Aura Grand Entrance will dry slower than normal unless the following is done to speed the dry time: Ventilate the room with a fan and/or turn on A/C to lower the humidity. Do not apply Spray, Airless: Fluid Pressure — 1,500 - 2,500 PSI; Tip — .011 - .015 Orifice Thinning/Clean up Thinning is unnecessary, but if required to obtain desired application properties, a small amount of clean water may be added. Never add other paints or solvents. Clean up with warm soapy water. Spray equipment should be given a final rinse with mineral spirits to prevent rusting. USE COMPLETELY OR DISPOSE OF PROPERLY. Dry, empty containers may be recycled in a can recycling program. Local disposal requirements vary; consult your sanitation department or state-designated environmental agency on disposal options. Environmental Health & Safety Information Use only with adequate ventilation. Do not breathe spray mist or sanding dust. Ensure fresh air entry during application and drying. Avoid contact with eyes and prolonged or repeated contact with skin. May cause allergic skin reaction. Avoid exposure to dust and spray mist by wearing a NIOSH approved respirator during application, sanding and clean up. Follow respirator manufacturer’s directions for respirator use. Close container after each use. Wash thoroughly after handling. WARNING Cancer and Reproductive Harm– www.P65warnings.ca.gov FIRST AID: In case of eye contact, flush immediately with plenty of water for at least 15 minutes; for skin, wash thoroughly with soap and water. If symptoms persist, seek medical attention. If you experience difficulty breathing, leave the area to obtain fresh air. If continued difficulty is experienced, get medical attention immediately. IN CASE OF SPILL – Absorb with inert material and dispose of as specified under “Clean Up”. KEEP OUT OF REACH OF CHILDREN PROTECT FROM FREEZING Refer to Safety Data Sheet for additional health and safety information. 166 Size 16 shingle, 90 degree Drawing not to scaleTotal length 21-1/4”Visible length 20-1/2”Seam length (all four sides) 15”Visible length 14-1/2”167 FIN. FLR.CRL SURFACEMOUNT BASE SHOE1/2", 5/8" OR 3/4" THK.TEMPEREDMONOLITHIC GLASSHORIZONTALCAP RAIL42" STANDARDGUARD RAIL HEIGHTTYPICAL GRS GLASS RAILING ELEVATION VIEW - SURFACE MOUNTANCHOR TYPE WILL DEPENDON MOUNTING SUBSTRATEEQ.48" TO 60" STD. PANEL WIDTHEQ.48" TO 60" STD. PANEL WIDTH12"MAXFIN. FLR.EQ.48" TO 60" STD. PANEL WIDTHEQ.48" TO 60" STD. PANEL WIDTH42" STANDARD GUARD RAIL HEIGHTTYPICAL GRS GLASS RAILING ELEVATION VIEW - FASCIA MOUNT12"MAX42" STANDARDGUARD RAIL HEIGHT HORIZONTALCAP RAIL1/2" TYPICAL BUTT JOINTSBETWEEN GLASS PANELSCRL SURFACEMOUNT BASE SHOE42" STANDARD GUARD RAIL HEIGHTANCHOR SPACING WILL DEPENDON MOUNTING SUBSTRATE ANDREGION OF PROJECTSEE DETAILSFOR MINIMUMEDGE DISTANCECRL FASCIA MOUNTBASE SHOE1/2", 5/8" OR 3/4" THK.TEMPEREDMONOLITHIC GLASSHORIZONTALCAP RAILANCHOR TYPE WILL DEPENDON MOUNTING SUBSTRATE1/2" TYPICAL BUTT JOINTSBETWEEN GLASS PANELSCRL FASCIA MOUNTBASE SHOEANCHOR SPACING WILL DEPENDON MOUNTING SUBSTRATE ANDREGION OF PROJECTSEE DETAILSFOR MINIMUMEDGE DISTANCECRL BSWB12 - 2 1/2" x 2 1/4" x 1/2" THKHOT ROLLED STEEL BASE SHOEWELD BLOCK1/4CONT. STEEL EMBED MIN.3/8" THK.CONC. SLAB:- 5" MIN. SLAB THICKNESS- 3000 PSI MIN.FIN. FLOOR1/2"Ø SS THRU BOLT W/NUT, FLAT WASHERAND LOCK WASHERCRL BSDB38 - 2 1/2" x 2 1/4" x3/8" ALUMINUM DRAIN BLOCKWALL FRAMING,SHEATHING ANDFINISH PER ARCH.CONT. STEEL ANGLEMIN, 3/8" THK.BACKER ROD ANDSEALANT IF REQ'DSURFACE MOUNT DETAILCONCRETE SUBSTRATE3 1/2"MIN. EDGE DIST.CRL 8B SERIES SQUAREPROFILE MILL ALUMINUMBASE SHOECRL TL5X10 - TAPER-LOC ®TAPER SETCRL 20GA SS SM CLADDING,BRUSHED STAINLESS FINISH SET W/CRL AT234 - .045" x 3/4" VHB TAPE1/2" THK. TEMPEREDMONOLITHIC GLASSCRL SMBG SERIES - "DROP SIDE"PUSH-IN SAFETY GLAZING GASKETCRL EBA334 - HILTI M83-7/8" EXPANSIONANCHOR BOLTCRL SHCS12X34 - 1/2-13 x 3/4"SS SOCKET HEAD CAP SCREWDRILL AND TAP STEELFOR 1/2-13 NC THREADHSS STRINGER MIN.3/8" WALL THICKNESSSURFACE MOUNT DETAILSTEEL SUBSTRATESURFACE MOUNT DETAILSTEEL SUBSTRATE W/ WELD BLOCKSURFACE MOUNT DETAILWOOD SUBSTRATESURFACE MOUNT DETAILCONCRETE SUBSTRATE W/ DRAIN BLOCK1/2"4 3/16" 4 11/16" 1"3 1/2"MIN. EDGE DIST.FASCIA MOUNT DETAILCONCRETE SUBSTRATEFASCIA MOUNT DETAILSTEEL SUBSTRATEFASCIA MOUNT DETAILSTEEL SUBSTRATEFASCIA MOUNT DETAILWOOD SUBSTRATESURFACE MOUNT DETAILSTEEL SUBSTRATE W/ CUSTOM CLADDING3 1/2"MIN. EDGE DIST.4 3/16"1 1/16"2 9/16"1 3/8"VARIESPER JOBWOOD BLOCKINGWOOD FASCIA BOARDCRL CUSTOM 20GASS SM CLADDING,BRUSHED STAINLESSFINISH SET W/ CRLAT234 - .045" x 3/4"VHB TAPETYPICAL BASE SHOE ATTACHMENTS USING THE 8B SERIES BASE SHOE WITH TAPER-LOC ® SYSTEMINSTALLATION GUIDELINE:WHEN ATTACHING DIRECTLYTO STEEL MAKE SURE THESTEEL IS 3/8" THICK MIN. IFNOT USE CRL'S 1/2" THICKWELD BLOCKS2 11/16"4 3/16"2 11/16"2 11/16"4 3/16" 1" 1"2 11/16"4 3/16" 1" 3/8" 4 9/16"ANCHOR SPACING WILL DEPEND ON MOUNTINGSUBSTRATE AND REGION OF PROJECT12" ON CENTER ANCHOR SPACING12" ON CENTER ANCHOR SPACING12" ON CENTER ANCHOR SPACINGANCHOR SPACING WILL DEPEND ON MOUNTINGSUBSTRATE AND REGION OF PROJECTANCHOR SPACING WILL DEPEND ON MOUNTINGSUBSTRATE AND REGION OF PROJECT12" ON CENTER ANCHOR SPACING12" ON CENTER ANCHOR SPACING12" ON CENTER ANCHOR SPACINGANCHOR SPACING WILL DEPEND ON MOUNTINGSUBSTRATE AND REGION OF PROJECT4 3/16"1 1/16"2 9/16"4 3/16"1 1/16"2 9/16"4 3/16" 1 1/16"2 9/16"4 3/16"2 9/16"1" 1" 4 1/8"2 1/2"EMBED MOUNTCONCRETE SUBSTRATEANCHOR SPACING WILL DEPEND ON MOUNTINGSUBSTRATE AND REGION OF PROJECTCRL B5T SERIESTAPERED PROFILESURFACE MOUNT MILLALUMINUM BASE SHOESTEEL EMBEDAS REQUIREDINSTALLATIONINSTALLATION GUIDELINE:DURING THE INSTALLATIONPROCESS MAKE SURE ACERTIFIED WELDER APPLIESA 1/4" CONTINUOUS FILLETWELD ON TWO SIDES OF THEWELD BLOCKINSTALLATION GUIDELINE:WHEN ATTACHING DIRECTLYTO STEEL MAKE SURE THESTEEL IS 3/8" THICK MIN. IFNOT USE CRL'S 1/2" THICKWELD BLOCKSINSTALLATION GUIDELINE:WHEN ATTACHING DIRECTLYTO STEEL MAKE SURE THESTEEL IS 3/8" THICK MIN. IFNOT USE CRL'S 1/2" THICKWELD BLOCKSINSTALLATION GUIDELINE:WHEN ATTACHING DIRECTLYTO STEEL MAKE SURE THESTEEL IS 3/8" THICK MIN. IFNOT USE CRL'S 1/2" THICKWELD BLOCKSFIN. WALL3/8"2 15/16"FIN. FLOOROPTIONAL CRL BSDB382 1/2" x 2 1/4" x 3/8"ALUMINUM DRAIN BLOCKFIN. FLOORFIN. FLOORFIN. FLOORCONC. SLAB:- 5" MIN. SLAB THICKNESS- 3000 PSI MIN.CUSTOM CRL 20GA SS SM CLADDING,BRUSHED STAINLESS FINISH1/2" THK. TEMPEREDMONOLITHIC GLASS2 11/16"4 3/16"1"CRL MBSG SERIES - "INSIDE"ROLL-IN SAFETY GLAZING GASKETCRL WBA38X4 - HILTI CARBONSTEEL KWIK HUS-EZ 3/8" x 4"CONCRETE ANCHORCONC. SLAB:- 5" MIN. SLAB THICKNESS- 3000 PSI MIN.CRL BSWMA15"x 5"x 5/16" THK x4" LGZINC PLATED STEEL ANGLE @ 12' O.C. MAX(8) #14 x 3" LG SSCOUNTERSUNKWOOD SCREWSHCS12X1121/2"-13 X 1 1/2"W/ NUT & WASHERScale:File Name:SheetDate:Drawn By:Description: GRS GLASS RAILING SYSTEM FOR TEMPERED MONOLITHIC C.R.LAURENCE CO. ARCHITECTURAL PRODUCTS 2503 E. Vernon Avenue, Los Angeles, C.A 90058-1897 PH (800)-421-6144 FX: 800-587-7501 www. crlaurence.com Revisions By:1/2", 5/8" & 3/4" THK. GLASSJG12/15/2015AS NOTEDCRL GRS Monolithic Glass Railing System.dwg102/08/16 JG208/12/16 JG345----06/05/18 VM1ELEVATIONS AND DETAILS SURFACE MOUNT AND FASCIA MOUNT OPTIONS 168 TYPICAL BASE SHOE ATTACHMENTS USING THE 8B58 SERIES BASE SHOE WITH TAPER-LOC ® SYSTEMCRL BSWB12 - 2 1/2" x 2 1/4" x 1/2" THKHOT ROLLED STEEL BASE SHOEWELD BLOCK1/4FIN. FLOOR1/2"Ø SS THRU BOLT W/NUT, FLAT WASHERAND LOCK WASHERCRL BSDB38 - 2 1/2" x 2 1/4" x3/8" ALUMINUM DRAIN BLOCKWALL FRAMING,SHEATHING ANDFINISH PER ARCH.CONT. STEEL ANGLEMIN, 3/8" THK.BACKER ROD ANDSEALANT IF REQ'DSURFACE MOUNT DETAILCONCRETE SUBSTRATE3 1/2"MIN. EDGE DIST.CRL 8B58 SERIES SQUAREPROFILE MILL ALUMINUMBASE SHOECRL TL5X10 - TAPER-LOC ®TAPER SETCRL 20GA SS SM CLADDING,BRUSHED STAINLESS FINISH SET W/CRL AT234 - .045" x 3/4" VHB TAPE5/8" THK. TEMPEREDMONOLITHIC GLASSCRL SMBG SERIES - "DROP SIDE"PUSH-IN SAFETY GLAZING GASKETCRL SHCS12X34 - 1/2-13 x 3/4"SS SOCKET HEAD CAP SCREWDRILL AND TAP STEELFOR 1/2-13 NC THREADHSS STRINGER MIN.3/8" WALL THICKNESSSURFACE MOUNT DETAILSTEEL SUBSTRATESURFACE MOUNT DETAILSTEEL SUBSTRATE W/ WELD BLOCKSURFACE MOUNT DETAILWOOD SUBSTRATESURFACE MOUNT DETAILCONCRETE SUBSTRATE W/ DRAIN BLOCK1/2"4 3/16" 4 11/16" 1"3 1/2"MIN. EDGE DIST.FASCIA MOUNT DETAILCONCRETE SUBSTRATEFASCIA MOUNT DETAILSTEEL SUBSTRATEFASCIA MOUNT DETAILSTEEL SUBSTRATEFASCIA MOUNT DETAILWOOD SUBSTRATESURFACE MOUNT DETAILSTEEL SUBSTRATE W/ CUSTOM CLADDING3 1/2"MIN. EDGE DIST.4 3/16"1 1/16"2 11/16"1 3/8"VARIESPER JOBCRL CUSTOM 20GASS SM CLADDING,BRUSHED STAINLESSFINISH SET W/ CRLAT234 - .045" x 3/4"VHB TAPEINSTALLATION GUIDELINE:WHEN ATTACHING DIRECTLYTO STEEL MAKE SURE THESTEEL IS 3/8" THICK MIN. IFNOT USE CRL'S 1/2" THICKWELD BLOCKS2 13/16"4 3/16"2 13/16"2 13/16"4 3/16" 1" 1"2 11/16"4 3/16" 1" 3/8" 4 9/16"ANCHOR SPACING WILL DEPEND ON MOUNTINGSUBSTRATE AND REGION OF PROJECT12" ON CENTER ANCHOR SPACING12" ON CENTER ANCHOR SPACING12" ON CENTER ANCHOR SPACINGANCHOR SPACING WILL DEPEND ON MOUNTINGSUBSTRATE AND REGION OF PROJECTANCHOR SPACING WILL DEPEND ON MOUNTINGSUBSTRATE AND REGION OF PROJECT12" ON CENTER ANCHOR SPACING12" ON CENTER ANCHOR SPACING12" ON CENTER ANCHOR SPACINGANCHOR SPACING WILL DEPEND ON MOUNTINGSUBSTRATE AND REGION OF PROJECT4 3/16"1 1/16"2 11/16"4 3/16" 1 1/16"2 11/16"4 3/16" 1 1/16"2 11/16"4 3/16"2 11/16"1"INSTALLATION GUIDELINE:DURING THE INSTALLATIONPROCESS MAKE SURE ACERTIFIED WELDER APPLIESA 1/4" CONTINUOUS FILLETWELD ON TWO SIDES OF THEWELD BLOCKINSTALLATION GUIDELINE:WHEN ATTACHING DIRECTLYTO STEEL MAKE SURE THESTEEL IS 3/8" THICK MIN. IFNOT USE CRL'S 1/2" THICKWELD BLOCKSINSTALLATION GUIDELINE:WHEN ATTACHING DIRECTLYTO STEEL MAKE SURE THESTEEL IS 3/8" THICK MIN. IFNOT USE CRL'S 1/2" THICKWELD BLOCKSINSTALLATION GUIDELINE:WHEN ATTACHING DIRECTLYTO STEEL MAKE SURE THESTEEL IS 3/8" THICK MIN. IFNOT USE CRL'S 1/2" THICKWELD BLOCKS3/8"3 1/16"FIN. FLOOROPTIONAL CRL BSDB382 1/2" x 2 1/4" x 3/8"ALUMINUM DRAIN BLOCKFIN. FLOORFIN. FLOORCUSTOM CRL 20GA SS SM CLADDING,BRUSHED STAINLESS FINISH5/8" THK. TEMPEREDMONOLITHIC GLASS2 13/16"4 3/16"1"CRL MBSG SERIES - "INSIDE"ROLL-IN SAFETY GLAZING GASKETCONT. STEEL EMBED MIN.3/8" THK.CONC. SLAB:- 5" MIN. SLAB THICKNESS- 3000 PSI MIN.CRL EBA334 - HILTI M83-7/8" EXPANSIONANCHOR BOLTCONC. SLAB:- 5" MIN. SLAB THICKNESS- 3000 PSI MIN.CRL WBA38X4 - HILTI CARBONSTEEL KWIK HUS-EZ 3/8" x 4"CONCRETE ANCHORCONC. SLAB:- 5" MIN. SLAB THICKNESS- 3000 PSI MIN.CRL BSWMA15" x 5" x 5/16" THK x 4" LGZINC PLATED STEELANGLE @ 12' O.C. MAX(8) #14 x 3" LG SSCOUNTERSUNKWOOD SCREWWOOD BLOCKINGWOOD FASCIABOARDFIN. WALLSHCS12X1121/2"-13 X 1 1/2"W/ NUT & WASHERScale:File Name:SheetDate:Drawn By:Description: GRS GLASS RAILING SYSTEM FOR TEMPERED MONOLITHIC C.R.LAURENCE CO. ARCHITECTURAL PRODUCTS 2503 E. Vernon Avenue, Los Angeles, C.A 90058-1897 PH (800)-421-6144 FX: 800-587-7501 www. crlaurence.com Revisions By:1/2", 5/8" & 3/4" THK. GLASSJG12/15/2015AS NOTEDCRL GRS Monolithic Glass Railing System.dwg102/08/16 JG208/12/16 JG345----06/05/18 VM2ELEVATIONS AND DETAILS SURFACE MOUNT AND FASCIA MOUNT OPTIONS 169 TYPICAL BASE SHOE ATTACHMENTS USING THE 8B34 SERIES BASE SHOE WITH TAPER-LOC ® SYSTEMCRL BSWB712 - 2 3/4" x 2 1/2" x 1/2"THK HOT ROLLED STEEL BASE SHOEWELD BLOCK1/4CRL BSWMA15" x 5" x 5/16" THK x 4" LGZINC PLATED STEELANGLE @ 12' O.C. MAX(8) #14 x 3" LG SSCOUNTERSUNKWOOD SCREWFIN. FLOOR1/2"Ø SS THRU BOLT W/NUT, FLAT WASHERAND LOCK WASHERCRL BSDB34 - 2 3/4" x 2 1/2" x 3/8"ALUMINUM DRAIN BLOCKWALL FRAMING,SHEATHING ANDFINISH PER ARCH.CONT. STEEL ANGLEMIN, 3/8" THK.BACKER ROD ANDSEALANT IF REQ'DSURFACE MOUNT DETAILCONCRETE SUBSTRATE3 1/2"MIN. EDGE DIST.CRL 8B34 SERIES SQUAREPROFILE MILL ALUMINUMBASE SHOECRL TL5X10 - TAPER-LOC ®TAPER SETCRL 20GA SS SM CLADDING,BRUSHED STAINLESS FINISH SET W/CRL AT234 - .045" x 3/4" VHB TAPE3/4" THK. TEMPEREDMONOLITHIC GLASSCRL SMBG SERIES - "DROP SIDE"PUSH-IN SAFETY GLAZING GASKETCRL SHCS12X34 - 1/2-13 x 3/4"SS SOCKET HEAD CAP SCREWDRILL AND TAP STEELFOR 1/2-13 NC THREADHSS STRINGER MIN.3/8" WALL THICKNESSSURFACE MOUNT DETAILSTEEL SUBSTRATESURFACE MOUNT DETAILSTEEL SUBSTRATE W/ WELD BLOCKSURFACE MOUNT DETAILWOOD SUBSTRATESURFACE MOUNT DETAILCONCRETE SUBSTRATE W/ DRAIN BLOCK1/2"4 3/16" 4 11/16" 1"3 1/2"MIN. EDGE DIST.FASCIA MOUNT DETAILCONCRETE SUBSTRATEFASCIA MOUNT DETAILSTEEL SUBSTRATEFASCIA MOUNT DETAILSTEEL SUBSTRATEFASCIA MOUNT DETAILWOOD SUBSTRATESURFACE MOUNT DETAILSTEEL SUBSTRATE W/ CUSTOM CLADDING3 1/2"MIN. EDGE DIST.4 3/16"1 1/16"2 13/16"1 3/8"VARIESPER JOBWOOD BLOCKINGWOOD FASCIABOARDCRL CUSTOM 20GASS SM CLADDING,BRUSHED STAINLESSFINISH SET W/ CRLAT234 - .045" x 3/4"VHB TAPEINSTALLATION GUIDELINE:WHEN ATTACHING DIRECTLYTO STEEL MAKE SURE THESTEEL IS 3/8" THICK MIN. IFNOT USE CRL'S 1/2" THICKWELD BLOCKS2 15/16"4 3/16"2 15/16"2 15/16"4 3/16" 1" 1"2 15/16"4 3/16" 1" 3/8" 4 9/16"ANCHOR SPACING WILL DEPEND ON MOUNTINGSUBSTRATE AND REGION OF PROJECT12" ON CENTER ANCHOR SPACING12" ON CENTER ANCHOR SPACING12" ON CENTER ANCHOR SPACINGANCHOR SPACING WILL DEPEND ON MOUNTINGSUBSTRATE AND REGION OF PROJECTANCHOR SPACING WILL DEPEND ON MOUNTINGSUBSTRATE AND REGION OF PROJECT12" ON CENTER ANCHOR SPACING12" ON CENTER ANCHOR SPACING12" ON CENTER ANCHOR SPACINGANCHOR SPACING WILL DEPEND ON MOUNTINGSUBSTRATE AND REGION OF PROJECT4 3/16"1 1/16"2 13/16"4 3/16" 1 1/16"2 13/16"4 3/16" 1 1/16"2 13/16"4 3/16"2 13/16"1"INSTALLATION GUIDELINE:DURING THE INSTALLATIONPROCESS MAKE SURE ACERTIFIED WELDER APPLIESA 1/4" CONTINUOUS FILLETWELD ON TWO SIDES OF THEWELD BLOCKINSTALLATION GUIDELINE:WHEN ATTACHING DIRECTLYTO STEEL MAKE SURE THESTEEL IS 3/8" THICK MIN. IFNOT USE CRL'S 1/2" THICKWELD BLOCKSINSTALLATION GUIDELINE:WHEN ATTACHING DIRECTLYTO STEEL MAKE SURE THESTEEL IS 3/8" THICK MIN. IFNOT USE CRL'S 1/2" THICKWELD BLOCKSINSTALLATION GUIDELINE:WHEN ATTACHING DIRECTLYTO STEEL MAKE SURE THESTEEL IS 3/8" THICK MIN. IFNOT USE CRL'S 1/2" THICKWELD BLOCKSFIN. WALL3/8"3 3/16"FIN. FLOOROPTIONAL CRL BSDB342 3/4" x 2 1/2" x 3/8"ALUMINUM DRAIN BLOCKFIN. FLOORFIN. FLOORCUSTOM CRL 20GA SS SM CLADDING,BRUSHED STAINLESS FINISH3/4" THK. TEMPEREDMONOLITHIC GLASS2 15/16"4 3/16"1"CRL MBSG SERIES - "INSIDE"ROLL-IN SAFETY GLAZING GASKETCRL EBA334 - HILTI M83-7/8" EXPANSIONANCHOR BOLTCONC. SLAB:- 5" MIN. SLAB THICKNESS- 3000 PSI MIN.CRL WBA38X4 - HILTI CARBONSTEEL KWIK HUS-EZ 3/8" x 4"CONCRETE ANCHORCONC. SLAB:- 5" MIN. SLAB THICKNESS- 3000 PSI MIN.CONT. STEEL EMBED MIN.3/8" THK.CONC. SLAB:- 5" MIN. SLAB THICKNESS- 3000 PSI MIN.SHCS12X1121/2"-13 X 1 1/2"W/ NUT & WASHERScale:File Name:SheetDate:Drawn By:Description: GRS GLASS RAILING SYSTEM FOR TEMPERED MONOLITHIC C.R.LAURENCE CO. ARCHITECTURAL PRODUCTS 2503 E. Vernon Avenue, Los Angeles, C.A 90058-1897 PH (800)-421-6144 FX: 800-587-7501 www. crlaurence.com Revisions By:1/2", 5/8" & 3/4" THK. GLASSJG12/15/2015AS NOTEDCRL GRS Monolithic Glass Railing System.dwg102/08/16 JG208/12/16 JG345----06/05/18 VM3ELEVATIONS AND DETAILS SURFACE MOUNT AND FASCIA MOUNT OPTIONS 170 SURFACE MOUNTFOR 1/2" (12mm) GLASSEMBEDDED INTOCONCRETEFOR 1/2" (12mm) GLASS4 3/16"1 13/16"1/2"1 5/8"1/2"2 11/16"2 1/2"B5T SERIES BASE SHOE1" 1"SURFACE MOUNTFOR 1/2" (12mm) GLASSFASCIA MOUNTFOR 1/2" (12mm) GLASS4 3/16"2 11/16"1/2"4 1/4"2 9/16"1/2"4 3/16"2 3/4"5/8"4 1/4"2 11/16"SURFACE MOUNTFOR 5/8" (15mm) GLASSFASCIA MOUNTFOR 5/8" (15mm) GLASS5/8"4 3/16"2 15/16"3/4"4 1/4"2 13/16"SURFACE MOUNTFOR 3/4" (19mm) GLASSFASCIA MOUNTFOR 3/4" (19mm) GLASS3/4"SURFACE MOUNTFOR 1/2" (12mm) GLASSFASCIA MOUNTFOR 1/2" (12mm) GLASSSURFACE MOUNTFOR 5/8" GLASSFASCIA MOUNTFOR 5/8" GLASS4 3/16"2 11/16"1/2"4 1/4"2 9/16"1/2"4 3/16"2 13/16"5/8"4 1/4"2 11/16"5/8"SURFACE MOUNTFOR 15mm GLASSFASCIA MOUNTFOR 15mm GLASSSURFACE MOUNTFOR 3/4" (19mm) GLASSFASCIA MOUNTFOR 3/4" (19mm) GLASS4 3/16"2 3/4"4 1/4"2 11/16"4 3/16"2 15/16"3/4"4 1/4"2 13/16"3/4"SURFACE MOUNTFOR 1/2" (12mm) GLASS3 9/16"2 7/16"1/2"8B SERIES BASE SHOE8B58 SERIES BASE SHOE8B34 SERIES BASE SHOEB5S SERIES BASE SHOEB6N SERIES BASE SHOEB6S SERIES BASE SHOEB7S SERIES BASE SHOEB5L SERIES BASE SHOE15mm15mm1"1 1/16"1" 1 1/16" 1" 1 1/16" 1"1 1/16"1" 1 1/16" 1" 1 1/16" 1" 1 1/16" 1 3/16"*NOTE: B5L BASE SHOE CANNOT BE USED W/ TAPER-LOC ®.2 1/8"2 1/8" 2 1/8" 2 1/8" 2 1/8" 2 1/8" 2 1/8"SURFACE MOUNTFOR 1/2" (12mm) GLASSFASCIA MOUNTFOR 1/2" (12mm) GLASS4 1/4"2 11/16"1/2"4 5/16"2 9/16"1/2"B5A SERIES BASE SHOE1 1/16"1"2 1/8" 4 1/8"Scale:File Name:SheetDate:Drawn By:Description: GRS GLASS RAILING SYSTEM FOR TEMPERED MONOLITHIC C.R.LAURENCE CO. ARCHITECTURAL PRODUCTS 2503 E. Vernon Avenue, Los Angeles, C.A 90058-1897 PH (800)-421-6144 FX: 800-587-7501 www. crlaurence.com Revisions By:1/2", 5/8" & 3/4" THK. GLASSJG12/15/2015AS NOTEDCRL GRS Monolithic Glass Railing System.dwg102/08/16 JG208/12/16 JG345----06/05/18 VM4BASE SHOE OPTIONS SURFACE & FASCIA MOUNT 171 1 1/2"Ø1.660"Ø2"Ø2 1/2"ØGR15 - 1 1/2"ØFOR 1/2" (12mm) GLASS(WET SET W/ TUFF-PAK & SILICONE)3"Ø3 1/2"Ø4"Ø2"Ø2 1/2"Ø3"ØGR16 - 1.66"ØFOR 1/2" (12mm) TO 5/8" (15mm) GLASS(WET SET W/ TUFF-PAK & SILICONE)GR20 - 2"ØFOR 1/2" (12mm) TO5/8" (15mm) GLASSGR25 - 2 1/2"ØFOR 1/2" (12mm) TO5/8" (15mm) GLASSGR30 - 3"ØFOR 1/2" (12mm) TO5/8" (15mm) GLASSGR35 - 3 1/2"ØFOR 1/2" (12mm) TO5/8" (15mm) GLASSGR40 - 4"ØFOR 1/2" (12mm) TO5/8" (15mm) GLASSGR207 - 2"ØFOR 3/4" (19mm) GLASSGR257 - 2 1/2"ØFOR 3/4" (19mm) GLASSGR307 - 3"ØFOR 3/4" (19mm) GLASS1 1/2"SQ.2" SQ.2 1/2" SQ.2" SQ.1 1/2"SQ.2" SQ.2 1/2" SQ.2" SQ.GRS15 - 1 1/2" SQ.FOR 1/2" (12mm) GLASS(WET SET W/ TUFF-PAK & SILICONE)GRS20 - 2" SQ.FOR 1/2" (12mm) TO5/8" (15mm) GLASSGRS25 - 2 1/2" SQ.FOR 1/2" (12mm) TO5/8" (15mm) GLASSGRS207 - 2" SQ.FOR 3/4" (19mm) GLASSGRSC15 - 1 1/2" SQ.FOR 1/2" (12mm) GLASS(WET SET W/ TUFF-PAK & SILICONE)GRSC20 - 2" SQ.FOR 1/2" (12mm) TO5/8" (15mm) GLASSGRSC25 - 2 1/2" SQ.FOR 1/2" (12mm) TO5/8" (15mm) GLASSGRSC207 - 2" SQ.FOR 3/4" (19mm) GLASS1 1/2"Ø1 7/8"Ø1 1/2"SQ.GRRF15 - 1 1/2"ØFOR 1/2" (12mm) TO5/8" (15mm) GLASSGRRF20 - 1 7/8"ØFOR 1/2" (12mm) GLASSSRF15 - 1 1/2" SQ.FOR 1/2" (12mm) GLASSBUMP-FORMED & WELDED PREMIUM RADIUS PROFILE CAP RAILBUMP-FORMED & WELDED PREMIUM SQUARE PROFILE CAP RAILSQUARE PROFILE CRISP CORNER CAP RAILROLL-FORMED CAP RAILEXTRUDED ALUMINUM CAP RAILGR19 - 1.9"ØFOR 1/2" (12mm) TO5/8" (15mm) GLASSU-CHANNEL 18 GAUGE CAP RAILGR25 - 2 1/2"ØFOR 1/2" (12mm) TO5/8" (15mm) GLASSGR30 - 3"ØFOR 1/2" (12mm) TO5/8" (15mm) GLASSGR35 - 3 1/2"ØFOR 1/2" (12mm) TO5/8" (15mm) GLASSGR0V4 - 4" x 2 1/2" OVALFOR 1/2" (12mm) TO5/8" (15mm) GLASSGR307 - 3"ØFOR 3/4" (19mm) GLASS1.900"Ø2 1/2"Ø3"Ø3 1/2"Ø4"3"Ø2 1/2"LOW PROFILE 11 GAUGE CAP RAILGRL10 - 1" x 1 5/16"FOR 1/2" (12mm) TO5/8" (15mm) GLASS1"1 5/16"GRL107 - 1 1/4" x 1 5/16"FOR 3/4" (19mm) GLASSGRLC10 - 1" x 1 5/16"FOR 1/2" (12mm) TO5/8" (15mm) GLASSGRLC107 - 1 1/4" x 1 5/16"FOR 3/4" (19mm) GLASSLOW PROFILE 11 GAUGE CRISP CORNER CAP RAIL1 1/4"1 5/16"1"1 5/16"1 1/4"1 5/16"7/8"1 1/2"1 1/8"1 1/2"7/8"1 1/2"7/8"1 1/2"GRUC5 - 7/8" x 1 1/2"FOR 1/2" (12mm) GLASSGRUC7 - 1 1/8" x 1 1/2"FOR 3/4" (19mm) GLASSGRCF5 - 7/8" x 1 1/2"FOR 1/2" (12mm) GLASSGRCR5 - 7/8" x 1 1/2"FOR 1/2" (12mm) GLASS2"3"2"3"GRSC3BS - 2" x 3"FOR 1/2" (12mm) TO5/8" (15mm) GLASSGRSCR3BS - 2" x 3"FOR 1/2" (12mm) TO5/8" (15mm) GLASS1 5/8" 3 3/16" 3/8"7/16"7/16"15/16" 1 7/16" 2" 2 1/2" 1/2" 15/16" 1 7/16" 9/16"5/8"1 1/8"5/8" 9/16" 5/8" 1 1/8" 1 5/8" 1 13/16" 5/8" 11/16"1 5/16"1 13/16"2 5/16" 1 5/16" 1 13/16" 1/4" 1/4" 1/4" 1/4" 3/16"3/16"3/16" 5/16" 11/16" 1" 7/8"1 7/8"ØGRRF20 - 1 7/8"ØFOR 5/8" (15mm) GLASS11/16"1 7/8"ØGRRF20 - 1 7/8"ØFOR 3/4" (19mm) GLASS13/16"U-CHANNEL 18 GAUGE CRISP CORNER CAP RAIL2"SQ.1 5/16"SRF20 - 2" SQ.FOR 1/2" (12mm) GLASSScale:File Name:SheetDate:Drawn By:Description: GRS GLASS RAILING SYSTEM FOR TEMPERED MONOLITHIC C.R.LAURENCE CO. ARCHITECTURAL PRODUCTS 2503 E. Vernon Avenue, Los Angeles, C.A 90058-1897 PH (800)-421-6144 FX: 800-587-7501 www. crlaurence.com Revisions By:1/2", 5/8" & 3/4" THK. GLASSJG12/15/2015AS NOTEDCRL GRS Monolithic Glass Railing System.dwg102/08/16 JG208/12/16 JG345----06/05/18 VM5CAP RAIL OPTIONS 172 WOOD CAP RAIL2"Ø2 1/2"Ø3"Ø1 3/4"2 1/16" 2 13/16"2"3 11/16" 4 1/2"4 1/2"1 9/16" 2 5/16"2"Ø2 1/2"ØWCR20 - 2"ØFOR 1/2" (12mm) TO5/8" (15mm) GLASSWCR25 - 2 1/2"ØFOR 1/2" (12mm) TO5/8" (15mm) GLASSWCR30 - 3"ØFOR 1/2" (12mm) TO5/8" (15mm) GLASS397 SERIES - 1 34" x 2 13/16"FOR 1/2" (12mm)372 SERIES - 2" x 4 1/2"FOR 1/2" (12mm)373 SERIES - 4 1/2" x 2 5/16"FOR 1/2" (12mm)346 SERIES - 2"ØFOR 1/2" (12mm)347 SERIES - 2 1/2"ØFOR 1/2" (12mm)BLUMCRAFT ® EXTRUDED SOLID ALUMINUM CAP RAIL337 SERIES - 2"ØFOR 1/2" (12mm)338 SERIES - 2 1/2"ØFOR 1/2" (12mm)339 SERIES - 3 1/2" x 1 3/4"FOR 1/2" (12mm)324 SERIES - 1 3/8" SQ.FOR 1/2" (12mm)376 SERIES - ELLIPTICALFOR 1/2" (12mm)398 SERIES - 4" x 1 5/16"FOR 1/2" (12mm)2"2 1/2"3 1/2"1 3/4"1 3/8"SQ.4"1 5/16" 2 1/16"2 5/8"2 1/8"BLUMCRAFT ® EXTRUDED ALUMINUM CAP RAIL1 3/4"6"1 3/4"5"1 3/4"4"636 SERIES - 1 3/4" x 4"FOR 1/2" (12mm)637 SERIES - 1 3/4" x 5"FOR 1/2" (12mm)638 SERIES - 1 3/4" x 6"FOR 1/2" (12mm)631 SERIES - 2 1/2" x 3 3/4"FOR 1/2" (12mm) GLASS2 1/2"3 9/16" 3 3/4"2 1/2"5 9/16" 5 3/4"632 SERIES - 2 1/2" x 5 3/4"FOR 1/2" (12mm) GLASS2 1/2"7 9/16" 7 3/4"633 SERIES - 2 1/2" x 7 3/4"FOR 1/2" (12mm) GLASS25.0°25.0°20.0°15.0°15.0°20.0°15.0°15.0°15.0°1"1 1/8"7/16" 1 3/16" 11/16" 1 7/8" 2 7/8" 3 7/8" 1 1/16"1 9/16"2 1/8"15/16"1 9/16" 1 15/16" 3 15/16" 5 15/16" 1 7/16" 1" 3 1/8"3243 SERIES - 1 1/2" SQ.FOR 3/4" (19mm)1 1/2"SQ.3/8" 1/2" 1 1/2"11.5°WCR257 - 2-1/2"ØFOR 3/4" (19mm) GLASSWCR307 - 3"ØFOR 3/4" (19mm) GLASSWOOD CAP RAIL3"Ø1 7/8"2 1/2"Ø1 5/16"15.0°15.0°15.0°15.0°15.0°Scale:File Name:SheetDate:Drawn By:Description: GRS GLASS RAILING SYSTEM FOR TEMPERED MONOLITHIC C.R.LAURENCE CO. ARCHITECTURAL PRODUCTS 2503 E. Vernon Avenue, Los Angeles, C.A 90058-1897 PH (800)-421-6144 FX: 800-587-7501 www. crlaurence.com Revisions By:1/2", 5/8" & 3/4" THK. GLASSJG12/15/2015AS NOTEDCRL GRS Monolithic Glass Railing System.dwg102/08/16 JG208/12/16 JG345----06/05/18 VM6CAP RAIL OPTIONS 173 Technical Guide | B1Casement WindowsBCasement Windows Technical Guide B 174 B2 | Technical Guide Casement Windows Styles Traditional, Push Out and Mission® options. Standard Features • Natural, clear Douglas Fir interior (no visible finger joints) • 4 9/16” (116 mm) jamb construction • LowE insulated glazing with 1/2” (13 mm) airspace • Roto gear operator and concealed sash locks • Extruded aluminum cladding in a variety of standard colors, primed wood or clear fir exterior • Flexible continuous weatherstrip system • Insect screens • Metal handle, cover and locks Hardware Multiple hardware type and finish choices are available. See the Hardware in section A for more information. Glazing LowE Double, LowE Triple, Tranquility® and StormForce™. StormForce is not available on all products. Simulated Divided Lites (SDL) Ogee Profile — 3/4” (19 mm), 1 1/8” (30 mm), 2” (51 mm) Putty Profile — 5/8” (16 mm), 7/8” (22 mm), 1 1/8” (30 mm), 2” (51 mm) Square Profile (interior only) — 3/4” (19 mm), 7/8” (22 mm), 1 1/8” (30 mm), 2” (51 mm) Casing Wood: 2” (51 mm) Brickmould, 3 1/2” (89 mm) Flat, 5 1/2” (139 mm) Flat, Adams and Williamsburg. Metal Clad: 2” (51 mm) Brickmould, 3 1/2” (89 mm) Flat, 2” clad frame extension, Nose & Cove, Adams, Williamsburg and Contemporary. Metal Clad Color Spectrum All Palette colors, including anodized finishes. Available in Cyprium Collection. LEGEND: Standard Optional Traditional Casement Mission® Casement French Casement Push Out Casement VARIABLES Function: Use for Egress Available with Screen 2 Concealed Hardware Durability: Low Maintenance Metal Clad Exterior Clear Douglas Fir Exterior Finish Clear Mahogany Exterior Finish Primed Exterior Finish Cyprium Collection Performance: LowE Double LowE Triple StormForce™ Appearance: SDL Traditional Casement Mission® Casement French Casement Push Out Casement HARDWARE STYLES Folding Crank Handle Push Out Handle Multipoint Lock Push Out CasementCasementMission® Casement Product Features FINISH OPTIONS: REFER TO SECTION A. 175 Technical Guide | B3Casement Windows Specifications Visit the Loewen Photo Gallery online at www.loewen.com for a large collection of Loewen product and elevation photography. Numerous custom window configuration opportunities exist — please contact your Authorized Loewen Dealer. Specifications and technical information are subject to change without notice. Imperial and metric measurements are converted accurately. However, in some cases, industry standards cause a 1 mm variance. (Example: 3/4" is shown as 19 mm for all glass measurements.) Cad Download: www.loewen.com/architect | Installation Instructions: www.loewen.com Standards Most units have been tested by an independent laboratory for air and water infiltration, structural performance, and thermal performance requirements. Frame & Sash Manufactured from Coastal Douglas Fir kiln-dried lumber with frame construction designed for 4 9/16” (116 mm) jamb. All wood exterior components are factory primed unless specified as clear exterior. Minor scratches or abrasions in the wood surface or primer are not considered defects. Alternate Species The entire Loewen product line is also available in optional Mahogany. Preservative Treated All wood parts are dipped in approved preservative. Glazing With countless glazing configurations and LowE coating options, we ensure that you can choose the perfect blend of protection and comfort. Insulating Glass Double or triple glass configurations with 1/2” (13 mm) airspace. LowE Systems LowE best describes the benefits of the product that incorporates glazing coatings and Argon gas. LowE systems help reduce heating and cooling costs, providing superior energy efficiency. Simulated Divided Lites (SDL) Standard SDL complete with airspace grilles, where available. Grille bars are permanently applied to the interior and exterior. Hardware Option Operator and sash locks are available in a variety of finishes. See section A. Metal Cladding Heavy duty exterior metal cladding comprised of extruded aluminum is available in a variety of Palette colors, including anodized and Cyprium (copper and bronze cladding). Interior of window can be natural wood (unfinished) or primed. Metal clad units are supplied ready-to-install complete with integral metal nailing flange. Hardware Standard Casement sash opens out to nearly 90 degrees for ease of cleaning. The roto gear operator will hold the sash at any position in its operating radius. The sash is supported by concealed heavy-duty hinges. All steel components are coated for superior corrosion protection. Double Weatherstrip The combination of a continuous, flexible foam weatherstrip and a flexible automotive type bulb weatherstrip ensures maximum energy efficiency and protection against air and water infiltration. Screen Screens available in bronze, linen, Tuscany brown, brushed aluminum or black aluminum frame, screened with anti-glare fiberglass cloth. Wood-framed screens and High Transparency mesh available. Optional Retractable Screen and Swinging Screen available. Swinging Screen available on Push Out models only. Egress Consult local building codes for confirmation of size requirements for your area. Special egress hardware is available for Casement windows, which enables some sizes to meet egress codes, eliminating the need to go to the next larger size window. Consult your Authorized Loewen Dealer for more details. 176 B4 | Technical Guide Casement Windows Product Code Rough Opening 16 1/2 [419] 20 7/16 [519] 24 3/8 [619] 28 5/16 [719] 30 1/4 [769] 32 1/4 [819] 36 3/16 [919] Frame 15 3/4 [400] 19 11/16 [500] 23 5/8 [600] 27 9/16 [700] 29 1/2 [750] 31 1/2 [800] 35 7/16 [900] Wood Exterior Metal Clad Visible Glass 9 3/4 [247] 13 11/16 [347] 17 5/8 [447] 21 9/16 [547] 23 1/2 [597] 25 1/2 [647] 29 7/16 [747] 25 1/16 [636] 24 3/8 [619] 23 5/8 [600] 17 3/8 [442] CA1 0406 CA1 0506 CA1 0606 CA1 0706 CA1 7506 29 [736] 28 5/16 [719] 27 9/16 [700] 21 5/16 [542] CA1 0407 CA1 0507 CA1 0607 CA1 0707 CA1 7507 CA1 0807 30 15/16 [786] 30 1/4 [769] 29 1/2 [750] 23 5/16 [592] CA1 0475 CA1 0575 CA1 0675 CA1 0775 CA1 7575 CA1 0875 32 15/16 [836] 32 1/4 [819] 31 1/2 [800] 25 1/4 [642] CA1 0408 CA1 0508 CA1 0608 CA1 0708 CA1 7508 CA1 0808 CA1 0908 36 7/8 [936] 36 3/16 [919] 35 7/16 [900] 29 3/16 [742] CA1 0409 CA1 0509 CA1 0609 CA1 0709 CA1 7509 CA1 0809 CA1 0909 40 13/16 [1036] 40 1/8 [1019] 39 3/8 [1000] 33 1/8 [842] CA1 0410 CA1 0510 CA1 0610 CA1 0710 CA1 7510 CA1 0810 CA1 0910 42 11/16 [1084] 42 [1067] 41 1/4 [1048] 35 1/16 [890] CA1 0411 CA1 0511 CA1 0611 CA1 0711 CA1 7511 CA1 0811 CA1 0911 48 11/16 [1236] 48 [1219] 47 1/4 [1200] 41 [1042] CA1 0412 CA1 0512 CA1 0612 CA1 0712 CA1 7512 CA1 0812 CA1 0912 56 9/16 [1436] 55 7/8 [1419] 55 1/8 [1400] 48 7/8 [1242] CA1 0414 CA1 0514 CA1 0614 CA1 0714 CA1 7514 CA1 0814 CA1 0914 60 1/2 [1536] 59 13/16 [1519] 59 1/16 [1500] 52 13/16 [1342] CA1 0415 CA1 0515 CA1 0615 CA1 0715 CA1 7515 CA1 0815 CA1 0915 64 7/16 [1636] 63 3/4 [1619] 63 [1600] 56 3/4 [1442] CA1 0416 CA1 0516 CA1 0616 CA1 0716 CA1 7516 CA1 0816 CA1 0916 72 5/16 [1836] 71 5/8 [1819] 70 7/8 [1800] 64 5/8 [1642] CA1 0418 CA1 0518 CA1 0618 CA1 0718 CA1 7518 CA1 0818 CA1 0918 84 1/8 [2136] 83 7/16 [2119] 82 11/16 [2100] 76 7/16 [1942] CA1 0421 CA1 0521 CA1 0621 CA1 0721 CA1 7521 CA1 0821 CA1 0921 Glass Size = Visible Glass + 15/16” (24 mm) Note: Standard sizes Shown. Additional sizes may be available. Custom sizes can be ordered. • Available with Mission sash. For a unit with a Mission sash, subtract 13/16" (21 mm) from the vertical visible glass measurement. • SDL/Grille patterns are dependent on SDL/Grille type and window size. Please verify SDL/Grille patterns before confirming your order. • Available with Push Out hardware. • For Masonry opening information see page A24-A29. • Sizes are shown as double glazing, not all sizes may be available in triple glazing. • Egress calculations are based on a 20” width opening. Opening does not open a full 90°. Meets US Egress: 20" in width, 24" in height, with a total egress area of 5.7 Sq Ft. Meets Canadian Egress: 15” in width, 15" in height, with a total egress area of 3.8 Sq Ft. • Please check your local building codes for any variation in Egress Standards from those stated above. For egress information, contact your Authorized Loewen Dealer. New oversized CA operator up to CA1 1224 • watch for sizes where temp, tri sash, sash stabilizer etc. are read • roto only • rectanguler Casement 1 Wide Window Sizes Width Height 177 Technical Guide | B5Casement Windows Product Code Rough Opening 16 1/2 [419] 20 7/16 [519] 24 3/8 [619] 28 5/16 [719] 30 1/4 [769] 32 1/4 [819] 36 3/16 [919] 40 1/8 [1019] 42 [1067] 48 [1219] Frame 15 3/4 [400] 19 11/16 [500] 23 5/8 [600] 27 9/16 [700] 29 1/2 [750] 31 1/2 [800] 35 7/16 [900] 39 3/8 [1000] 41 1/4 [1048] 47 1/4 [1200] Wood Exterior Metal Clad Visible Glass 9 3/4 [247] 13 11/16 [347] 17 5/8 [447] 21 9/16 [547] 23 1/2 [597] 25 1/2 [647] 29 7/16 [747] 39 3/8 [847] 35 1/4 [895] 41 1/4 [1047] 36 7/8 [936] 36 3/16 [919] 35 7/16 [900] 29 3/16 [742] CA1* 1009 40 13/16 [1036] 40 1/8 [1019] 39 3/8 [1000] 33 1/8 [842] CA1 * 1010 CA1 * 1110 42 11/16 [1084] 42 [1067] 41 1/4 [1048] 35 1/16 [890] CA1 * 1011 CA1 * 1111 48 11/16 [1236] 48 [1219] 47 1/4 [1200] 41 [1042]CA1 * 1012 CA1 * 1112 CA1 * 1212 56 9/16 [1436] 55 7/8 [1419] 55 1/8 [1400] 48 7/8 [1242]CA1 * 1014 CA1 * 1114 CA1 * 1214 60 1/2 [1536] 59 13/16 [1519] 59 1/16 [1500] 52 13/16 [1342] CA1 * 1015 CA1 * 1115 CA1 * 1215 64 7/16 [1636] 63 3/4 [1619] 63 [1600] 56 3/4 [1442]CA1 * 1016 CA1 * 1116 CA1 * 1216 72 5/16 [1836] 71 5/8 [1819] 70 7/8 [1800] 64 5/8 [1642]CA1 * 1018 CA1 * 1118 CA1 * 1218 84 1/8 [2136] 83 7/16 [2119] 82 11/16 [2100] 76 7/16 [1942]CA1 * 1021 CA1 * 1121 CA1 * 1221 95 7/8 [2436] 95 1/4 [2419] 94 1/2 [2400] 88 1/4 [2242] CA1* 0424 CA1* 0524 CA1* 0624 CA1* 0724 CA1* 7524 CA1* 0824 CA1* 0924 CA1 * 1024 CA1 * 1124 CA1 * 1224 Glass Size = Visible Glass + 15/16” (24 mm) *Only available with roto gear hardware Oversized Casement Window (Roto Gear Only) Width HeightNote: Standard sizes Shown. Additional sizes may be available. Custom sizes can be ordered. • Available with Mission sash. For a unit with a Mission sash, subtract 13/16" (21 mm) from the vertical visible glass measurement. • SDL/Grille patterns are dependent on SDL/Grille type and window size. Please verify SDL/Grille patterns before confirming your order. • Available with Push Out hardware. • For Masonry opening information see page A24-A29. • Sizes are shown as double glazing, not all sizes may be available in triple glazing. • Egress calculations are based on a 20” width opening. Opening does not open a full 90°. Meets US Egress: 20" in width, 24" in height, with a total egress area of 5.7 Sq Ft. Meets Canadian Egress: 15” in width, 15" in height, with a total egress area of 3.8 Sq Ft. • Please check your local building codes for any variation in Egress Standards from those stated above. For egress information, contact your Authorized Loewen Dealer.178 B6 | Technical Guide Casement Windows Product Code Rough Opening 32 1/4 [819] 40 1/8 [1019] 48 [1219]55 7/8 [1419] 59 13/16 [1519] 63 3/4 [1619] 71 5/8 [1819] Frame 31 1/2 [800] 39 3/8 [1000] 47 1/4 [1200] 55 1/8 [1400] 59 1/16 [1500] 63 [1600]70 7/8 [1800] Wood Exterior Metal Clad Visible Glass 9 3/4 [247] 13 11/16 [347] 17 5/8 [447] 21 9/16 [547] 23 1/2 [597] 25 1/2 [647] 29 7/16 [747] 25 1/16 [636] 24 3/8 [619] 23 5/8 [600] 17 3/8 [442]CA2 0806 CA2 1006 CA2 1206 CA2 1406 CA2 1506 29 [736]28 5/16 [719] 27 9/16 [700] 21 5/16 [542]CA2 0807 CA2 1007 CA2 1207 CA2 1407 CA2 1507 CA2 1607 30 15/16 [786] 30 1/4 [769] 29 1/2 [750] 23 5/16 [592]CA2 0875 CA2 1075 CA2 1275 CA2 1475 CA2 1515 CA2 1675 32 15/16 [836] 32 1/4 [819] 31 1/2 [800] 25 1/4 [642]CA2 0808 CA2 1008 CA2 1208 CA2 1408 CA2 1508 CA2 1608 CA2 1808 36 7/8 [936] 36 3/16 [919] 35 7/16 [900] 29 3/16 [742]CA2 0809 CA2 1009 CA2 1209 CA2 1409 CA2 1509 CA2 1609 CA2 1809 40 13/16 [1036] 40 1/8 [1019] 39 3/8 [1000] 33 1/8 [842]CA2 0810 CA2 1010 CA2 1210 CA2 1410 CA2 1510 CA2 1610 CA2 1810 42 11/16 [1084]42 [1067]41 1/4 [1048] 35 1/16 [890]CA2 0811 CA2 1011 CA2 1211 CA2 1411 CA2 1511 CA2 1611 CA2 18 11 48 11/16 [1236]48 [1219]47 1/4 [1200]41 [1042]CA2 0812 CA2 1012 CA2 1212 CA2 1412 CA2 1512 CA2 1612 CA2 1812 56 9/16 [1436] 55 7/8 [1419] 55 1/8 [1400] 48 7/8 [1242]CA2 0814 CA2 1014 CA2 1214 CA2 1414 CA2 1514 CA2 1614 CA2 1814 60 1/2 [1536] 59 13/16 [1519] 59 1/16 [1500] 52 13/16 [1342]CA2 0815 CA2 1015 CA2 1215 CA2 1415 CA2 1515 CA2 1615 CA2 1815 64 7/16 [1636] 63 3/4 [1619]63 [1600]56 3/4 [1442]CA2 0816 CA2 1016 CA2 1216 CA2 1416 CA2 1516 CA2 1616 CA2 1816 72 5/16 [1836] 71 5/8 [1819] 70 7/8 [1800] 64 5/8 [1642]CA2 0818 CA2 1018 CA2 1218 CA2 1418 CA2 1518 CA2 1618 CA2 1818 84 1/8 [2136] 83 7/16 [2119] 82 11/16 [2100] 76 7/16 [1942]CA2 0821 CA2 1021 CA2 1221 CA2 1421 CA2 1521 CA2 1621 CA2 1821 Glass Size = Visible Glass + 15/16” (24 mm) Casement 2 Wide Window Sizes Width HeightNote: Standard sizes Shown. Additional sizes may be available. Custom sizes can be ordered. • Available with Mission sash. For a unit with a Mission sash, subtract 13/16" (21 mm) from the vertical visible glass measurement. • SDL/Grille patterns are dependent on SDL/Grille type and window size. Please verify SDL/Grille patterns before confirming your order. • Available with Push Out hardware. • For Masonry opening information see page A24-A29. • Sizes are shown as double glazing, not all sizes may be available in triple glazing. • Egress calculations are based on a 20” width opening. Opening does not open a full 90°. Meets US Egress: 20" in width, 24" in height, with a total egress area of 5.7 Sq Ft. Meets Canadian Egress: 15” in width, 15" in height, with a total egress area of 3.8 Sq Ft. • Please check your local building codes for any variation in Egress Standards from those stated above. For egress information, contact your Authorized Loewen Dealer.179 Technical Guide | B7Casement Windows Rough Opening 16 1/2 [419] 20 7/16 [519] 24 3/8 [619] 28 5/16 [719] 30 1/4 [769] 32 1/4 [819] 36 3/16 [919] 40 1/8 [1019] 42 [1067] Frame 15 3/4 [400] 19 11/16 [500] 23 5/8 [600] 27 9/16 [700] 29 1/2 [750] 31 1/2 [800] 35 7/16 [900] 39 3/8 [1000] 41 1/4 [1048] Wood Exterior Metal Clad Visible Glass 9 3/4 [247] 13 11/16 [347] 17 5/8 [447] 21 9/16 [547] 23 1/2 [597] 25 1/2 [647] 29 7/16 [747] 33 3/8 [847] 35 1/4 [895] 13 1/4 [336] 12 9/16 [319] 11 13/16 [300] 5 9/16 [142] CA1 0403 CA1 0503 CA1 0603 CA1 0703 CA1 7503 CA1 0803 CA1 0903 CA1 1003 CA1 1103 17 3/16 [436] 16 1/2 [419] 15 3/4 [400] 9 1/2 [242] CA1 0404 CA1 0504 CA1 0604 CA1 0704 CA1 7504 CA1 0804 CA1 0904 CA1 1004 CA1 1104 21 1/8 [536] 20 7/16 [519] 19 11/16 [500] 13 7/16 [342] CA1 0405 CA1 0505 CA1 0605 CA1 0705 CA1 7505 CA1 0805 CA1 0905 CA1 1005 CA1 1105 25 1/16 [636] 24 3/8 [619] 23 5/8 [600] 17 3/8 [442] CA1 0406 CA1 0506 CA1 0606 CA1 0706 CA1 7506 CA1 0806 CA1 0906 CA1 1006 CA1 1106 29 [736]28 5/16 [719] 27 9/16 [700] 21 5/16 [542] CA1 0407 CA1 0507 CA1 0607 CA1 0707 CA1 7507 CA1 0807 CA1 0907 CA1 1007 CA1 1107 30 15/16 [786] 30 1/4 [769] 29 1/2 [750] 23 5/16 [592] CA1 0475 CA1 0575 CA1 0675 CA1 0775 CA1 7575 CA1 0875 CA1 0975 CA1 1075 CA1 1175 32 15/16 [836] 32 1/4 [819] 31 1/2 [800] 25 1/4 [642] CA1 0408 CA1 0508 CA1 0608 CA1 0708 CA1 7508 CA1 0808 CA1 0908 CA1 1008 CA1 1108 36 7/8 [936] 36 3/16 [919] 35 7/16 [900] 29 3/16 [742] CA1 0409 CA1 0509 CA1 0609 CA1 0709 CA1 7509 CA1 0809 CA1 0909 CA1 1009 CA1 1109 40 13/16 [1036] 40 1/8 [1019] 39 3/8 [1000] 33 1/8 [842] CA1 0410 CA1 0510 CA1 0610 CA1 0710 CA1 7510 CA1 0810 CA1 0910 CA1 1010 CA1 1110 42 11/16 [1084] 42 [1067] 41 1/4 [1048] 35 1/16 [890] CA1 0411 CA1 0511 CA1 0611 CA1 0711 CA1 7511 CA1 0811 CA1 0911 CA1 1011 CA1 1111 48 11/16 [1236] 48 [1219] 47 1/4 [1200] 41 [1042] CA1 0412 CA1 0512 CA1 0612 CA1 0712 CA1 7512 CA1 0812 CA1 0912 CA1 1012 CA1 1112 56 9/16 [1436] 55 7/8 [1419] 55 1/8 [1400] 48 7/8 [1242] CA1 0414 CA1 0514 CA1 0614 CA1 0714 CA1 7514 CA1 0814 CA1 0914 CA1 1014 CA1 1114 60 1/2 [1536] 59 13/16 [1519] 59 1/16 [1500] 52 13/16 [1342] CA1 0415 CA1 0515 CA1 0615 CA1 0715 CA1 7515 CA1 0815 CA1 0915 CA1 1015 CA1 1115 64 7/16 [1636] 63 3/4 [1619] 63 [1600] 56 3/4 [1442] CA1 0416 CA1 0516 CA1 0616 CA1 0716 CA1 7516 CA1 0816 CA1 0916 CA1 1016 CA1 1116 72 5/16 [1836] 71 5/8 [1819] 70 7/8 [1800] 64 5/8 [1642] CA1 0418 CA1 0518 CA1 0618 CA1 0718 CA1 7518 CA1 0818 CA1 0918 CA1 1018 CA1 1118 84 1/8 [2136] 83 7/16 [2119] 82 11/16 [2100] 76 7/16 [1942] CA1 0421 CA1 0521 CA1 0621 CA1 0721 CA1 7521 CA1 0821 CA1 0921 CA1 1021 CA1 1121 95 15/16 [2436] 95 1/4 [2419] 94 1/2 [2400] 88 1/4 [2242] CA1 0424 CA1 0524 CA1 0624 CA1 0724 CA1 7524 CA1 0824 CA1 0924 CA1 1024 CA1 1124 Product Code Glass Size = Visible Glass + 15/16” (24 mm) Note: Standard sizes Shown. Additional sizes may be available. Custom sizes can be ordered. • Available with Mission sash. For a unit with a Mission sash, subtract 13/16" (21 mm) from the vertical visible glass measurement. • SDL/Grille patterns are dependent on SDL/Grille type and window size. Please verify SDL/Grille patterns before confirming your order. • For Masonry opening information see page A24-A29. • Sizes are shown as double glazing, not all sizes may be available in triple glazing. Fixed Casement Window Sizes Width Height180 B8 | Technical Guide Casement Windows Rough Opening 48 [219]55 7/8 [1419] 59 13/16 [1519] 63 3/4 [1619] 71 5/8 [1819] 79 1/2 [2019] 83 7/16 [2119] 95 1/4 [2419] Frame 47 1/4 [1200] 55 1/8 [1400] 59 1/16 [1500]63 [1600]70 7/8 [1800] 78 3/4 [2000] 82 11/16 [2100] 94 1/2 [2400] Wood Exterior Metal Clad Visible Glass 41 1/4 [1047] 49 1/8 [1247] 53 1/16 [1347] 56 15/16 [1447] 64 13/16 [1647] 72 11/16 [1847] 76 5/8 [1947] 88 7/16 [2247] 13 1/4 [336] 12 9/16 [319] 11 13/16 [300] 5 9/16 [142]CA1 1203 CA1 1403 CA1 1503 CA1 1603 CA1 1803 CA1 2003 CA1 2103 17 3/16 [436] 16 1/2 [419] 15 3/4 [400] 9 1/2 [242]CA1 1204 CA1 1404 CA1 1504 CA1 1604 CA1 1804 CA1 2004 CA1 2104 21 1/8 [536] 20 7/16 [519] 19 11/16 [500] 13 7/16 [342]CA1 1205 CA1 1405 CA1 1505 CA1 1605 CA1 1805 CA1 2005 CA1 2105 CA1 2405 25 1/16 [636] 24 3/8 [619] 23 5/8 [600] 17 3/8 [442]CA1 1206 CA1 1406 CA1 1506 CA1 1606 CA1 1806 CA1 2006 CA1 2106 CA1 2406 29 [736]28 5/16 [719] 27 9/16 [700] 21 5/16 [542]CA1 1207 CA1 1407 CA1 1507 CA1 1607 CA1 1807 CA1 2007 CA1 2107 CA1 2407 30 15/16 [786] 30 1/4 [769] 29 1/2 [750] 23 5/16 [592]CA1 1275 CA1 1475 CA1 1575 CA1 1675 CA1 1875 CA1 2075 CA1 2175 CA1 2475 32 15/16 [836] 32 1/4 [819] 31 1/2 [800] 25 1/4 [642]CA1 1208 CA1 1408 CA1 1508 CA1 1608 CA1 1808 CA1 2008 CA1 2108 CA1 2408 36 7/8 [936] 36 3/16 [919] 35 7/16 [900] 29 3/16 [742]CA1 1209 CA1 1409 CA1 1509 CA1 1609 CA1 1809 CA1 2009 CA1 2109 CA1 2409 40 13/16 [1036] 40 1/8 [1019] 39 3/8 [1000] 33 1/8 [842]CA1 1210 CA1 1410 CA1 1510 CA1 1610 CA1 1810 CA1 2010 CA1 2110 CA1 2410 42 11/16 [1084]42 [1067]41 1/4 [1048] 35 1/16 [890]CA1 1211 CA1 1411 CA1 1511 CA1 1611 CA1 1811 CA1 2011 CA1 2111 CA1 2411 48 11/16 [1236]48 [1219]47 1/4 [1200]41 [1042]CA1 1212 CA1 1412 CA1 1512 CA1 1612 CA1 1812 CA1 2012 CA1 2112 CA1 2412 56 9/16 [1436] 55 7/8 [1419] 55 1/8 [1400] 48 7/8 [1242]CA1 1214 CA1 1414 CA1 1514 CA1 1614 CA1 1814 CA1 2014 CA1 2114 CA1 2414 60 1/2 [1536] 59 13/16 [1519] 59 1/16 [1500] 52 13/16 [1342]CA1 1215 CA1 1415 CA1 1515 CA1 1615 CA1 1815 CA1 2015 CA1 2115 CA1 2415 64 7/16 [1636] 63 3/4 [1619]63 [1600]56 3/4 [1442]CA1 1216 CA1 1416 CA1 1516 CA1 1616 CA1 1816 CA1 2016 CA1 2116 CA1 2416 72 5/16 [1836] 71 5/8 [1819] 70 7/8 [1800] 64 5/8 [1642]CA1 1218 CA1 1418 CA1 1518 CA1 1618 CA1 1818 CA1 2018 CA1 2118 84 1/8 [2136] 83 7/16 [2119] 82 11/16 [2100] 76 7/16 [1942]CA1 1221 CA1 1421 CA1 1521 CA1 1621 CA1 1821 95 15/16 [2436] 95 1/4 [2419] 94 1/2 [2400] 88 1/4 [2242]CA1 1224 CA1 1424 CA1 1524 CA1 1624 Product Code Glass Size = Visible Glass + 15/16” (24 mm) Note: Standard sizes Shown. Additional sizes may be available. Custom sizes can be ordered. • Available with Mission sash. For a unit with a Mission sash, subtract 13/16" (21 mm) from the vertical visible glass measurement. • SDL/Grille patterns are dependent on SDL/Grille type and window size. Please verify SDL/Grille patterns before confirming your order. • For Masonry opening information see page A24-A29. • Sizes are shown as double glazing, not all sizes may be available in triple glazing. Fixed Casement Window Sizes Width Height181 Technical Guide | B9Casement Windows Rough Opening 32 1/4 [819] 40 1/8 [1019] 42 [1067] 48 [1219] 55 7/8 [1419] 59 13/16 [1519] 63 3/4 [1619] 71 5/8 [1819] Frame 31 1/2 [800] 39 3/8 [1000] 41 1/4 [1048] 47 1/4 [1200] 55 1/8 [1400] 59 1/16 [1500] 63 [1600] 70 7/8 [1800] Wood Exterior Metal Clad Visible Glass 10 5/16 [262] 14 1/4 [362] 15 3/8 [386] 18 3/16 [462] 22 1/8 [562] 24 1/8 [612] 26 1/16 [662] 30 [762] 25 1/16 [636] 24 3/8 [619] 23 5/8 [600] 17 3/8 [442] FCA 0806 FCA 1006 FCA 1106 FCA 1206 FCA 1406 29 [736]28 5/16 [719] 27 9/16 [700] 21 5/16 [542] FCA 0807 FCA 1007 FCA 1107 FCA 1207 FCA 1407 FCA 1507 FCA 1607 32 15/16 [836] 32 1/4 [819] 31 1/2 [800] 25 1/4 [642] FCA 0808 FCA 1008 FCA 1108 FCA 1208 FCA 1408 FCA 1508 FCA 1608 FCA 1808 36 7/8 [936] 36 3/16 [919] 35 7/16 [900] 29 3/16 [742] FCA 0809 FCA 1009 FCA 1109 FCA 1209 FCA 1409 FCA 1509 FCA 1609 FCA 1809 40 13/16 [1036] 40 1/8 [1019] 39 3/8 [1000] 33 1/8 [842] FCA 0810 FCA 1010 FCA 1110 FCA 1210 FCA 1410 FCA 1510 FCA 1610 FCA 1810 42 11/16 [1084]42 [1067]41 1/4 [1048] 35 1/16 [890] FCA 0811 FCA 1011 FCA 1111 FCA 1111 FCA 1211 FCA 1411 FCA 1511 FCA 1611 48 11/16 [1236]48 [1219]47 1/4 [1200]41 [1042]FCA 0812 FCA 1012 FCA 1112 FCA 1212 FCA 1412 FCA 1512 FCA 1612 FCA 1812 56 9/16 [1436] 55 7/8 [1419] 55 1/8 [1400] 48 7/8 [1242] FCA 0814 FCA 1014 FCA 1114 FCA 1214 FCA 1414 FCA 1514 FCA 1614 FCA 1814 60 1/2 [1536] 59 13/16 [1519] 59 1/16 [1500] 52 13/16 [1342] FCA 0815 FCA 1015 FCA 1115 FCA 1215 FCA 1415 FCA 1515 FCA 1615 FCA 1815 64 7/16 [1636] 63 3/4 [1619]63 [1600]56 3/4 [1442] FCA 0816 FCA 1016 FCA 1116 FCA 1216 FCA 1416 FCA 1516 FCA 1616 FCA 1816 72 5/16 [1836] 71 5/8 [1819] 70 7/8 [1800] 64 5/8 [1642] FCA 0818 FCA 1018 FCA 1118 FCA 1218 FCA 1418 FCA 1518 Product Code Glass Size = Visible Glass + 15/16” (24 mm) Note: Standard sizes Shown. Additional sizes may be available. Custom sizes can be ordered. • Available with Mission sash. For a unit with a Mission sash, subtract 13/16" (21 mm) from the vertical visible glass measurement. • SDL/Grille patterns are dependent on SDL/Grille type and window size. Please verify SDL/Grille patterns before confirming your order. • For Masonry opening information see page A24-A29. • Sizes are shown as double glazing, not all sizes may be available in triple glazing. French Casement Window Sizes Width HeightFCA 1618 FCA 1818 182 B10 | Technical Guide Casement Windows Note:• Other jamb widths available. • All dimensions to have +/- 1/16” (2mm) tolerance. Camber Top Casement Standard Radius Elevations 18 11/1623 5/847 1/4 R 59 1/16 R 98 7/16 78 3/415 3/823 5/8R 118 1/8 106 5/161123 5/8R 59 15 23 59 R 98 7/16 82 11/1614 1/223 5/8R 118 1/8 110 1/41023 5/863 R 59 1/16 14 1/223 5/8R 118 1/8 94 1/213 3/423 5/8R 137 13/16 118 1/810 5/1623 5/870 7/8 R 59 1/16 11 13/1623 5/8R 118 1/8 102 3/811 15/1623 5/8R 137 13/16 1268 3/823 5/84756001200 R 1500 R 2500 2000391600 R 3000 2700279600 R 1500 3996001500 R 2500 2100369600 R 3000 2800253600 1600 R 1500 369600R 3000 2400350600 R 3500 3000262600 1800 R 1500 300600R 3000 2600304600 R 3500 3200213600Imperial Metric 183 Technical Guide | B11Casement Windows Rough Opening 16 1/2 [419] 20 7/16 [519] 24 3/8 [619] 28 5/16 [719] 30 1/4 [769] 32 1/4 [819] 36 3/16 [919] Frame 15 3/4 [400] 19 11/16 [500] 23 5/8 [600] 27 9/16 [700] 29 1/2 [750] 31 1/2 [800] 35 7/16 [900] Wood Exterior Metal Clad Visible Glass 9 3/4 [247]13 11/16 [347] 17 5/8 [447] 21 9/16 [547] 23 1/2 [597] 25 1/2 [647] 29 7/16 [747] 29 [736]28 5/16 [719] 27 9/16 [700] 21 3/16 [538]CTC1 0407 CTC1 0507 CTC1 0607 CTC1 0707 CTC1 7507 CTC1 0807 30 15/16 [786] 30 1/4 [769] 29 1/2 [750] 23 5/8 [588]CTC1 0475 CTC1 0575 CTC1 0675 CTC1 0775 CTC1 7575 CTC1 0875 32 15/16 [836] 32 1/4 [819] 31 1/2 [800] 25 1/8 [638]CTC1 0408 CTC1 0508 CTC1 0608 CTC1 0708 CTC1 7508 CTC1 0808 36 7/8 [936] 36 3/16 [919] 35 7/16 [900] 29 1/16 [738]CTC1 0409 CTC1 0509 CTC1 0609 CTC1 0709 CTC1 7509 CTC1 0809 CTC1 0909 40 13/16 [1036] 40 1/8 [1019] 39 3/8 [1000]33 [838]CTC1 0410 CTC1 0510 CTC1 0610 CTC1 0710 CTC1 7510 CTC1 0810 CTC1 0910 42 11/16 [1084]42 [1067]41 1/4 [1048] 34 7/8 [886]CTC1 0411 CTC1 0511 CTC1 0611 CTC1 0711 CTC1 7511 CTC1 0811 CTC1 0911 48 11/16 [1236]48 [1219]47 1/4 [1200] 40 7/8 [1038]CTC1 0412 CTC1 0512 CTC1 0612 CTC1 0712 CTC1 7512 CTC1 0812 CTC1 0912 56 9/16 [1436] 55 7/8 [1419] 55 1/8 [1400] 48 3/4 [1238]CTC1 0414 CTC1 0514 CTC1 0614 CTC1 0714 CTC1 7514 CTC1 0814 CTC1 0914 60 1/2 [1536] 59 13/16 [1519] 59 1/16 [1500] 52 11/16 [1338]CTC 0415 CTC1 0515 CTC1 0615 CTC1 0715 CTC1 7515 CTC1 0815 CTC1 0915 64 7/16 [1636] 63 3/4 [1619]63 [1600]56 5/8 [1438]CTC1 0416 CTC1 0516 CTC1 0616 CTC1 0716 CTC1 7516 CTC1 0816 CTC1 0916 72 5/16 [1836] 71 5/8 [1819] 70 7/8 [1800] 64 1/2 [1638]CA1 0418 CTC1 0518 CTC1 0618 CTC1 0718 CTC1 7518 CTC1 0818 CTC1 0918 84 1/8 [2136] 83 7/16 [2119] 82 11/16 [2100] 76 5/16 [1938]CA1 0421 CTC1 0521 CTC1 0621 CTC1 0721 CTC1 7521 CTC1 0821 CTC1 0921 Product Code Glass Size = Visible Glass + 15/16” (24 mm) Note: Standard sizes Shown. Additional sizes may be available. Custom sizes can be ordered. • Available with Mission sash. For a unit with a Mission sash, subtract 13/16" (21 mm) from the vertical visible glass measurement. • SDL/Grille patterns are dependent on SDL/Grille type and window size. Please verify SDL/Grille patterns before confirming your order. • For Masonry opening information see page A24-A29. • Sizes are shown as double glazing, not all sizes may be available in triple glazing. Camber Top Casement 1 Wide Window Sizes Width Height184 B12 | Technical Guide Casement Windows Rough Opening 32 1/4 [819] 40 1/8 [1019]48 [1219]55 7/8 [1419] 59 13/16 [1519] 63 3/4 [1619] 71 5/8 [1819] Frame 31 1/2 [800] 39 3/8 [1000] 47 1/4 [1200] 55 1/8 [1400] 59 1/16 [1500]63 [1600]70 7/8 [1800] Wood Exterior Metal Clad Visible Glass 9 3/4 [247]13 11/16 [347] 17 5/8 [447] 21 9/16 [547] 23 1/2 [597] 25 1/2 [647] 29 7/16 [747] 29 [736]28 5/16 [719] 27 9/16 [700] 21 3/16 [538]CTC2 0807 CTC2 1007 CTC2 1207 CTC2 1407 CTC2 1475 CTC2 1408 30 15/16 [786] 30 1/4 [769] 29 1/2 [750] 23 5/8 [588]CTC2 0875 CTC2 1075 CTC2 1275 CTC2 1475 CTC2 1575 CTC2 1508 32 15/16 [836] 32 1/4 [819] 31 1/2 [800] 25 1/8 [638]CTC2 0808 CTC2 1008 CTC2 1208 CTC2 1408 CTC2 1508 CTC2 1608 36 7/8 [936] 36 3/16 [919] 35 7/16 [900] 29 1/16 [738]CTC2 0809 CTC2 1009 CTC2 1209 CTC2 1409 CTC2 1509 CTC2 1609 CTC2 1809 40 13/16 [1036] 40 1/8 [1019] 39 3/8 [1000]33 [838]CTC2 0810 CTC2 1010 CTC2 1210 CTC2 1410 CTC2 1510 CTC2 1610 CTC2 1810 42 11/16 [1084]42 [1067]41 1/4 [1048] 34 7/8 [886]CTC2 0811 CTC2 1011 CTC2 1211 CTC2 1411 CTC2 1511 CTC2 1611 CTC2 1811 48 11/16 [1236]48 [1219]47 1/4 [1200] 40 7/8 [1038]CTC2 0812 CTC2 1012 CTC2 1212 CTC2 1412 CTC2 1512 CTC2 1612 CTC2 1812 56 9/16 [1436] 55 7/8 [1419] 55 1/8 [1400] 48 3/4 [1238]CTC2 0814 CTC2 1014 CTC2 1214 CTC2 1414 CTC2 1514 CTC2 1614 CTC2 1814 60 1/2 [1536] 59 13/16 [1519] 59 1/16 [1500] 52 11/16 [1338]CTC2 0815 CTC2 1015 CTC2 1215 CTC2 1415 CTC2 1515 CTC2 1615 CTC2 1815 64 7/16 [1636] 63 3/4 [1619]63 [1600]56 5/8 [1438]CTC2 0816 CTC2 1016 CTC2 1216 CTC2 1416 CTC2 1516 CTC2 1616 CTC2 1816 72 5/16 [1836] 71 5/8 [1819] 70 7/8 [1800] 64 1/2 [1638]CTC2 0818 CTC2 1018 CTC2 1218 CTC2 1418 CTC2 1518 CTC2 1618 CTC2 1818 84 1/8 [2136] 83 7/16 [2119] 82 11/16 [2100] 76 5/16 [1938]CTC2 0821 CTC2 1021 CTC2 1221 CTC2 1421 CTC2 1521 CTC2 1621 CTC2 1821 Product Code Glass Size = Visible Glass + 15/16” (24 mm) Note: Standard sizes Shown. Additional sizes may be available. Custom sizes can be ordered. • Available with Mission sash. For a unit with a Mission sash, subtract 13/16" (21 mm) from the vertical visible glass measurement. • SDL/Grille patterns are dependent on SDL/Grille type and window size. Please verify SDL/Grille patterns before confirming your order. • For Masonry opening information see page A24-A29. • Sizes are shown as double glazing, not all sizes may be available in triple glazing. Camber Top Casement 2 Wide Window Sizes Width Height185 Technical Guide | B13Casement Windows Rough Opening 24 3/8 [619]28 5/16 [719]30 1/4 [769]32 1/4 [819]36 3/16 [919] Frame 23 5/8 [600]27 9/16 [700]29 1/2 [750]31 1/2 [800]35 7/16 [900] Wood Exterior Metal Clad Visible Glass 17 5/8 [447]21 9/16 [547]23 1/2 [597]25 1/2 [647]29 7/16 [747] 40 13/16 [1036]40 1/8 [1019]39 3/8 [1000]33 1/8 [842]CA1 0610 CA1 0710 42 11/16 [1084]42 [1067]41 1/4 [1048]35 1/16 [890]CA1 0611 CA1 0711 48 11/16 [1236]48 [1219]47 1/4 [1200]41 [1042]CA1 0612 CA1 0712 CA1 7512 CA1 0812 56 9/16 [1436]55 7/8 [1419]55 1/8 [1400]48 7/8 [1242]CA1 0614 CA1 0714 CA1 7514 CA1 0814 CA1 0914 60 1/2 [1536]59 13/16 [1519] 59 1/16 [1500] 52 13/16 [1342]CA1 0615 CA1 0715 CA1 7515 CA1 0815 CA1 0915 64 7/16 [1636]63 3/4 [1619]63 [1600]56 3/4 [1442]CA1 0616 CA1 0716 CA1 7516 CA1 0816 CA1 0916 72 5/16 [1836]71 5/8 [1819]70 7/8 [1800]64 5/8 [1642]CA1 0618 CA1 0718 CA1 7518 CA1 0818 CA1 0918 84 1/8 [2136]83 7/16 [2119] 82 11/16 [2100] 76 7/16 [1942]CA1 0621 CA1 0721 CA1 7521 CA1 0821 CA1 0921 Product Code Glass Size = Visible Glass + 15/16” (24 mm) Note: Standard sizes Shown. Additional sizes may be available. Custom sizes can be ordered. • Available with Mission sash. For a unit with a Mission sash, subtract 13/16" (21 mm) from the vertical visible glass measurement. • SDL/Grille patterns are dependent on SDL/Grille type and window size. Please verify SDL/Grille patterns before confirming your order. • For Masonry opening information see page A24-A29. • Sizes are shown as double glazing, not all sizes may be available in triple glazing. Half Round Casement Window Sizes Width Height186 B14 | Technical Guide Casement Windows Note:• Other jamb widths available. • All dimensions to have +/- 1/16” (2mm) tolerance. Casement Window Wall Connection Detail Head & Sill Detail Plan View 1 3/16" [31] 4 9/16" [116]FRAME HEIGHTROUGH OPENINGMETAL CLAD DOUBLE 4 9/16" (116 mm) FRAME WIDTH ROUGH OPENING 4 9/16"[116]1 7/16"[37]6 9/16"[166]1 7/16"[37]FRAME WIDTH ROUGH OPENING METAL CLAD DOUBLE 4 9/16" (116 mm) WOOD EXTERIOR TRIPLE 6 9/16" (166 mm) 6 9/16" [166] 1 7/16" [37]FRAME HEIGHTROUGH OPENINGWOOD EXTERIOR TRIPLE 6 9/16" (166 mm) 187 Technical Guide | B15Casement Windows WOOD EXTERIOR TRIPLE RETRACTABLE SCREEN METAL CLAD DOUBLE STANDARD SCREEN METAL CLAD DOUBLE 6 9/16" (166 mm) 2" BRICKMOULD WITH STANDARD SILL NOSE RETRACTABLE SCREEN WOOD EXTERIOR TRIPLE 6 9/16" (166 mm) 5 1/2" FLAT CASING WITH BC SUBSILL RETRACTABLE SCREEN WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) 2" BRICKMOULD WITH STANDARD SUBSILL STANDARD SCREEN PLAN VIEW 15/16" [24] 3/4" [19] 15/16" [24] 2 3/4" [70] 1 1/4" [32] 6" [153] 3" [76] 3" [76] 2 1/4" [57] 1 11/16" [43] 1 3/16" [31]2 3/4"[70]1 3/8"[35]2 1/8"[54]1 3/8"[35]1 1/4"[32]4 9/16" [116] 1 1/2" [37]3"[76]3 3/16"[82]2 1/16"[53]2 1/4" [58]METAL CLAD DOUBLE 4 9/16" (116 mm) STANDARD SCREEN CASEMENT WINDOW DETAIL HEAD & SILL DETAIL B14 6 9/16" [166]1 1/4"[32]1 1/4"[32]R.O. (Rough Opening)F.H. (Frame Height)1 1/2"[38]4 9/16" [116] 1 5/16" [33]3"[76]3 3/16"[82]2 1/16"[53]2 1/4" [58]3 3/16"[82]3 3/16" [82]1 1/2"[39]1 1/16"[27]1 1/16"[27]1 1/16"[27]15/16" [24] 2 3/4" [70] 1 1/4" [32] 6" [153] 3" [76] 3" [76] 2 1/4" [57]2 1/2"[64]1 3/8"[35]2 1/4"[57]3"[76]2 1/16"[52]1 3/8"[35]5/8" [16]1 15/16" [50] 6 9/16" [166] 1 1/4" [32]2 7/8"[73]1 11/16" [43]2 1/16"[52]3"[76]2 1/4"[57]2 3/4"[70]2 1/8"[54]1 3/8"[35]1 5/16"[34]1 7/16" [37] 4 9/16" [116] WOOD EXTERIOR TRIPLE RETRACTABLE SCREEN METAL CLAD DOUBLE STANDARD SCREEN METAL CLAD DOUBLE 6 9/16" (166 mm) 2" BRICKMOULD WITH STANDARD SILL NOSE RETRACTABLE SCREEN WOOD EXTERIOR TRIPLE 6 9/16" (166 mm) 5 1/2" FLAT CASING WITH BC SUBSILL RETRACTABLE SCREEN WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) 2" BRICKMOULD WITH STANDARD SUBSILL STANDARD SCREEN PLAN VIEW 15/16" [24] 3/4" [19] 15/16" [24] 2 3/4" [70] 1 1/4" [32] 6" [153] 3" [76] 3" [76] 2 1/4" [57] 1 11/16" [43] 1 3/16" [31]2 3/4"[70]1 3/8"[35]2 1/8"[54]1 3/8"[35]1 1/4"[32]4 9/16" [116] 1 1/2" [37]3"[76]3 3/16"[82]2 1/16"[53]2 1/4" [58]METAL CLAD DOUBLE 4 9/16" (116 mm) STANDARD SCREEN CASEMENT WINDOW DETAIL HEAD & SILL DETAIL B14 6 9/16" [166]1 1/4"[32]1 1/4"[32]R.O. (Rough Opening)F.H. (Frame Height)1 1/2"[38]4 9/16" [116] 1 5/16" [33]3"[76]3 3/16"[82]2 1/16"[53]2 1/4" [58]3 3/16"[82]3 3/16" [82]1 1/2"[39]1 1/16"[27]1 1/16"[27]1 1/16"[27]15/16" [24] 2 3/4" [70] 1 1/4" [32] 6" [153] 3" [76] 3" [76] 2 1/4" [57]2 1/2"[64]1 3/8"[35]2 1/4"[57]3"[76]2 1/16"[52]1 3/8"[35]5/8" [16]1 15/16" [50] 6 9/16" [166] 1 1/4" [32]2 7/8"[73]1 11/16" [43]2 1/16"[52]3"[76]2 1/4"[57]2 3/4"[70]2 1/8"[54]1 3/8"[35]1 5/16"[34]1 7/16" [37] 4 9/16" [116] WOOD EXTERIOR TRIPLE RETRACTABLE SCREEN METAL CLAD DOUBLE STANDARD SCREEN METAL CLAD DOUBLE 6 9/16" (166 mm) 2" BRICKMOULD WITH STANDARD SILL NOSE RETRACTABLE SCREEN WOOD EXTERIOR TRIPLE 6 9/16" (166 mm) 5 1/2" FLAT CASING WITH BC SUBSILL RETRACTABLE SCREEN WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) 2" BRICKMOULD WITH STANDARD SUBSILL STANDARD SCREEN PLAN VIEW 15/16" [24] 3/4" [19] 15/16" [24] 2 3/4" [70] 1 1/4" [32] 6" [153] 3" [76] 3" [76] 2 1/4" [57] 1 11/16" [43] 1 3/16" [31]2 3/4"[70]1 3/8"[35]2 1/8"[54]1 3/8"[35]1 1/4"[32]4 9/16" [116] 1 1/2" [37]3"[76]3 3/16"[82]2 1/16"[53]2 1/4" [58]METAL CLAD DOUBLE 4 9/16" (116 mm) STANDARD SCREEN CASEMENT WINDOW DETAIL HEAD & SILL DETAIL B14 6 9/16" [166]1 1/4"[32]1 1/4"[32]R.O. (Rough Opening)F.H. (Frame Height)1 1/2"[38]4 9/16" [116] 1 5/16" [33]3"[76]3 3/16"[82]2 1/16"[53]2 1/4" [58]3 3/16"[82]3 3/16" [82]1 1/2"[39]1 1/16"[27]1 1/16"[27]1 1/16"[27]15/16" [24] 2 3/4" [70] 1 1/4" [32] 6" [153] 3" [76] 3" [76] 2 1/4" [57]2 1/2"[64]1 3/8"[35]2 1/4"[57]3"[76]2 1/16"[52]1 3/8"[35]5/8" [16]1 15/16" [50] 6 9/16" [166] 1 1/4" [32]2 7/8"[73]1 11/16" [43]2 1/16"[52]3"[76]2 1/4"[57]2 3/4"[70]2 1/8"[54]1 3/8"[35]1 5/16"[34]1 7/16" [37] 4 9/16" [116] Note:• Other jamb widths available. • All dimensions to have +/- 1/16” (2mm) tolerance. Casement Window Detail Head & Sill Detail Head & Sill Detail Plan View 188 B16 | Technical Guide Casement Windows Note:• Other jamb widths available. • All dimensions to have +/- 1/16” (2mm) tolerance. Push Out Casement Window Detail METAL CLAD WOOD EXTERIOR DOUBLE TRIPLE DOUBLE TRIPLE HINGED WOOD SCREEN RETRACTABLE SCREEN RETRACTABLE SCREEN HINGED WOOD SCREENMETAL CLAD DOUBLE 4 9/16" (116 mm) ADAMS CASING WITH BC SILL NOSE RETRACTABLE SCREEN METAL CLAD TRIPLE 6 9/16" (166 mm) PUTTY GLAZING STOPS HINGED WOOD SCREEN WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) 2" BRICKMOULD WITH STANDARD SILL NOSING HINGED WOOD SCREEN WOOD EXTERIOR TRIPLE 6 9/16" (166 mm) ADAMS CASING WITH BC SUBSILL SQUARE GLAZING STOPS RETRACTABLE SCREEN2 1/16"[52]3 3/16"[82]3"[76]4 9/16" [116]FRAME HEIGHT1 1/16"[27]1 5/16"[34]1 3/8"[35]2 1/16"[52]3 3/16"[82]3"[76]FRAME HEIGHT1 1/16"[27]2 1/2"[64]6 9/16" [166]2 1/16"[52]3 3/16"[82]3"[76]1 3/4" [44] 4 9/16" [116]3"[76]FRAME HEIGHT2 1/16"[52]3 3/16"[82]3"[76]1 3/16" [31]1 1/4"[32]1 3/8"[35]FRAME HEIGHT5/8"[16]5/8"[16]6 9/16" [166]2 1/8"[54]1 3/8"[35]2 1/8"[54]2 1/4"[57]1 3/8"[35]1 15/16" [50] 2 1/4" [57] 1 11/16" [43]2 1/4"[57]1 7/16" [37]1 3/8"[35]5/8"[16]5/8"[16]2 1/4"[57]1 3/8"[35]1 15/16" [50] 1 13/16" [45]2 1/4"[57]1 3/8"[35]3 1/16"[78]1 3/8"[35]1 11/16"[43]VISIBLE GLASS1 11/16" [43] 3" [76] 3" [76] 6" [153] 1 1/4" [32] 2 3/4" [70] 15/16" [24] 5/16" [8] 3" [76] 3" [76] 6" [153] 1 1/4" [32] 2 3/4" [70] 15/16" [24] 5/16" [8]1 1/16"[27]1 1/2"[39]1 1/4"[32]Head & Sill Detail Head & Sill Detail Plan View 189 Technical Guide | B17Casement Windows Note:• Other jamb widths available. • All dimensions to have +/- 1/16” (2mm) tolerance. Fixed Casement Window Detail Head & Sill Detail Roto Gear Sash Moulding Options Head & Sill Detail Pushout - Sash Moulding Options Glazing Stop Profiles Head & Sill Detail Wood Exterior - Sash Moulding Options Are The Same As Metal Clad METAL CLAD DOUBLE WITH SILL COVER TO MATCH OPERATING EXPOSED LOCKING HARDWARE 190 B18 | Technical Guide Casement Windows METAL CLAD DOUBLE 4 9/16" (116 mm) WILLIAMSBURG CASING WITH HERITAGE SILL NOSE RETRACTABLE SCREEN METAL CLAD WOOD EXTERIOR METAL CLAD TRIPLE 6 9/16" (166 mm) STANDARD SCREEN WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) 2" BRICKMOULD WITH STANDARD SUBSILL RETRACTABLE SCREEN WOOD EXTERIOR TRIPLE 6 9/16" (166 mm) WILLIAMSBURG CASING WITH HERITAGE SUBSILL STANDARD SCREEN2 1/16"[52]4"[102]3"[76]1 3/16" [31] 6 9/16" [166]1 1/4"[32]FRAME HEIGHT2 1/16"[52]4"[102]3"[76]2" [51] 4 9/16" [116]3"[76]FRAME HEIGHT2 1/16"[52]4"[102]3"[76]4 9/16" [116]FRAME HEIGHT1 1/16"[27]1 5/16"[34]1 7/16" [37]2 1/16"[52]4"[102]3"[76]6 9/16" [166]FRAME HEIGHT1 1/16"[27]2 1/2"[64]1 9/16" [40]3 1/16"[78]5/8"[16]1 3/8"[35]5/8"[16]1 3/8"[35]2 1/4" [57]3 1/16"[78]1 3/8"[35]1 3/8"[35]3 1/16"[78]1 15/16" [50]5/8"[16]2 1/8"[54]3 1/16"[78]5/8"[16]2 3/4"[70]3 1/16"[78]1 3/8"[35]2 1/2"[64]1 3/8"[35]3 1/16"[78]VISIBLE GLASS2 1/4" [57] 2 1/4" [57] 2 1/4" [57] 3" [76] 3" [76] 6" [153] 1 1/4" [32] 2 3/4" [70] 15/16" [24] 15/16" [24] 3" [76] 3" [76] 6" [153] 1 1/4" [32] 2 3/4" [70] 3/4" [19] 3/4" [19]1 1/16"[27]2 1/8"[54]1 13/16"[45]TRIPLEDOUBLE RETRACTABLE SCREEN RETRACTABLE SCREEN TRIPLEDOUBLE STANDARD SCREEN STANDARD SCREEN Note:• Other jamb widths available. • All dimensions to have +/- 1/16” (2mm) tolerance. Mission Casement Window Detail Head & Sill Detail Plan ViewHead & Sill Detail 191 Technical Guide | B19Casement Windows Note:• Other jamb widths available. • All dimensions to have +/- 1/16” (2mm) tolerance. Push Out French Casement Window Detail Head & Sill Detail Glazing Stop Profiles Plan View2 1/4" [57][52]2 1/16"3 3/16"[82][76]3"[31] 1 3/16"4 9/16" [116][32]1 1/4"[35]1 3/8"[35]1 3/8"[54]2 1/8"[54]2 1/8"[52]2 1/16"3 3/16"[81][76]3"1 1/4" [32] 4 9/16" [116]2 7/8"[73]1 3/8"[35]1 1/16"[27]2 1/4"[57]1 3/8"[35]3 1/16"[78]1 11/16" [43][43] 1 11/16"1 1/16"[27]DETAIL HEAD & SILL DETAIL PUSHOUT FRENCH CASEMENT WINDOW PLAN VIEW METAL CLAD DOUBLE 4 9/16" (116 mm) RETRACTABLE SCREEN HINGED SCREEN 4 9/16" (116 mm) WOOD EXTERIOR DOUBLE 3 1/2" FLAT CASING STANDARD SUBSILL GLAZING STOP PROFILES OGEE SQUARE PUTTY METAL CLAD DOUBLE HINGED SCREEN WOOD EXTERIOR DOUBLE 3 1/2" FLAT CASING RETRACTABLE SCREEN2 1/4" [57][52]2 1/16"3 3/16"[82]3"[76]1 3/16" [31] 4 9/16" [116]1 1/4"[32][35]1 3/8"[35]1 3/8"2 1/8"[54][54]2 1/8"[57] 2 1/4" METAL CLAD TRIPLE 4 9/16" (116 mm) HINGED SCREEN 1 3/8" [35]6 9/16"[166]1 15/16"[50]1 3/16"[30]4 7/8" [124] 2 5/16" [58] 2 5/16" [58] 2 1/16" [53] 3" [76] 1 7/8" [47]4 9/16"[116]1 3/16" [30]2 1/16" [53] 3" [76] 1 3/8" [35]1 11/16"[43]4 9/16"[116]1 1/4" [32]2 1/16" [52] 3" [76]1 11/16"[43]2 5/16" [58] 4 7/8" [124] 2 5/16" [58] 1 7/8" [47] 1 3/8" [35]6 9/16"[166]2 1/16" [52] 3" [76]1 15/16"[50]5/8" [16] 312" FLAT ADAMS SEE SECTION A Casing WILLIAMSBERG CONTEMPORARY 2" BRICKMOULD NOSE & COVE 2" CLAD FRAME EXTENSION2 1/4" [57][52]2 1/16"3 3/16"[82][76]3"[31] 1 3/16"4 9/16" [116][32]1 1/4"[35]1 3/8"[35]1 3/8"[54]2 1/8"[54]2 1/8"[52]2 1/16"3 3/16"[81][76]3"1 1/4" [32] 4 9/16" [116]2 7/8"[73]1 3/8"[35]1 1/16"[27]2 1/4"[57]1 3/8"[35]3 1/16"[78]1 11/16" [43][43] 1 11/16"1 1/16"[27]DETAIL HEAD & SILL DETAIL PUSHOUT FRENCH CASEMENT WINDOW PLAN VIEW METAL CLAD DOUBLE 4 9/16" (116 mm) RETRACTABLE SCREEN HINGED SCREEN 4 9/16" (116 mm) WOOD EXTERIOR DOUBLE 3 1/2" FLAT CASING STANDARD SUBSILL GLAZING STOP PROFILES OGEE SQUARE PUTTY METAL CLAD DOUBLE HINGED SCREEN WOOD EXTERIOR DOUBLE 3 1/2" FLAT CASING RETRACTABLE SCREEN2 1/4" [57][52]2 1/16"3 3/16"[82]3"[76]1 3/16" [31] 4 9/16" [116]1 1/4"[32][35]1 3/8"[35]1 3/8"2 1/8"[54][54]2 1/8"[57] 2 1/4" METAL CLAD TRIPLE 4 9/16" (116 mm) HINGED SCREEN 1 3/8" [35]6 9/16"[166]1 15/16"[50]1 3/16"[30]4 7/8" [124] 2 5/16" [58] 2 5/16" [58] 2 1/16" [53] 3" [76] 1 7/8" [47]4 9/16"[116]1 3/16" [30]2 1/16" [53] 3" [76] 1 3/8" [35]1 11/16"[43]4 9/16"[116]1 1/4" [32]2 1/16" [52] 3" [76]1 11/16"[43]2 5/16" [58] 4 7/8" [124] 2 5/16" [58] 1 7/8" [47] 1 3/8" [35]6 9/16"[166]2 1/16" [52] 3" [76]1 15/16"[50]5/8" [16] 312" FLAT ADAMS SEE SECTION A Casing WILLIAMSBERG CONTEMPORARY 2" BRICKMOULD NOSE & COVE 2" CLAD FRAME EXTENSION Casing2 1/4" [57][52]2 1/16"3 3/16"[82][76]3"[31] 1 3/16"4 9/16" [116][32]1 1/4"[35]1 3/8"[35]1 3/8"[54]2 1/8"[54]2 1/8"[52]2 1/16"3 3/16"[81][76]3"1 1/4" [32] 4 9/16" [116]2 7/8"[73]1 3/8"[35]1 1/16"[27]2 1/4"[57]1 3/8"[35]3 1/16"[78]1 11/16" [43][43] 1 11/16"1 1/16"[27]DETAIL HEAD & SILL DETAIL PUSHOUT FRENCH CASEMENT WINDOW PLAN VIEW METAL CLAD DOUBLE 4 9/16" (116 mm) RETRACTABLE SCREEN HINGED SCREEN 4 9/16" (116 mm) WOOD EXTERIOR DOUBLE 3 1/2" FLAT CASING STANDARD SUBSILL GLAZING STOP PROFILES OGEE SQUARE PUTTY METAL CLAD DOUBLE HINGED SCREEN WOOD EXTERIOR DOUBLE 3 1/2" FLAT CASING RETRACTABLE SCREEN2 1/4" [57][52]2 1/16"3 3/16"[82]3"[76]1 3/16" [31] 4 9/16" [116]1 1/4"[32][35]1 3/8"[35]1 3/8"2 1/8"[54][54]2 1/8"[57] 2 1/4" METAL CLAD TRIPLE 4 9/16" (116 mm) HINGED SCREEN 1 3/8" [35]6 9/16"[166]1 15/16"[50]1 3/16"[30]4 7/8" [124] 2 5/16" [58] 2 5/16" [58] 2 1/16" [53] 3" [76] 1 7/8" [47]4 9/16"[116]1 3/16" [30]2 1/16" [53] 3" [76] 1 3/8" [35]1 11/16"[43]4 9/16"[116]1 1/4" [32]2 1/16" [52] 3" [76]1 11/16"[43]2 5/16" [58] 4 7/8" [124] 2 5/16" [58] 1 7/8" [47] 1 3/8" [35]6 9/16"[166]2 1/16" [52] 3" [76]1 15/16"[50]5/8" [16] 312" FLAT ADAMS SEE SECTION A Casing WILLIAMSBERG CONTEMPORARY 2" BRICKMOULD NOSE & COVE 2" CLAD FRAME EXTENSION2 1/4" [57][52]2 1/16"3 3/16"[82][76]3"[31] 1 3/16"4 9/16" [116][32]1 1/4"[35]1 3/8"[35]1 3/8"[54]2 1/8"[54]2 1/8"[52]2 1/16"3 3/16"[81][76]3"1 1/4" [32] 4 9/16" [116]2 7/8"[73]1 3/8"[35]1 1/16"[27]2 1/4"[57]1 3/8"[35]3 1/16"[78]1 11/16" [43][43] 1 11/16"1 1/16"[27]DETAIL HEAD & SILL DETAIL PUSHOUT FRENCH CASEMENT WINDOW PLAN VIEW METAL CLAD DOUBLE 4 9/16" (116 mm) RETRACTABLE SCREEN HINGED SCREEN 4 9/16" (116 mm) WOOD EXTERIOR DOUBLE 3 1/2" FLAT CASING STANDARD SUBSILL GLAZING STOP PROFILES OGEE SQUARE PUTTY METAL CLAD DOUBLE HINGED SCREEN WOOD EXTERIOR DOUBLE 3 1/2" FLAT CASING RETRACTABLE SCREEN2 1/4" [57][52]2 1/16"3 3/16"[82]3"[76]1 3/16" [31] 4 9/16" [116]1 1/4"[32][35]1 3/8"[35]1 3/8"2 1/8"[54][54]2 1/8"[57] 2 1/4" METAL CLAD TRIPLE 4 9/16" (116 mm) HINGED SCREEN 1 3/8" [35]6 9/16"[166]1 15/16"[50]1 3/16"[30]4 7/8" [124] 2 5/16" [58] 2 5/16" [58] 2 1/16" [53] 3" [76] 1 7/8" [47]4 9/16"[116]1 3/16" [30]2 1/16" [53] 3" [76] 1 3/8" [35]1 11/16"[43]4 9/16"[116]1 1/4" [32]2 1/16" [52] 3" [76]1 11/16"[43]2 5/16" [58] 4 7/8" [124] 2 5/16" [58] 1 7/8" [47] 1 3/8" [35]6 9/16"[166]2 1/16" [52] 3" [76]1 15/16"[50]5/8" [16] 312" FLAT ADAMS SEE SECTION A Casing WILLIAMSBERG CONTEMPORARY 2" BRICKMOULD NOSE & COVE 2" CLAD FRAME EXTENSION SEE SECTION A. 192 B20 | Technical Guide Casement Windows Note:• Other jamb widths available. • All dimensions to have +/- 1/16” (2mm) tolerance. Radius Top Casement Window Detail METAL CLAD DOUBLE 4 9/16" (116 mm) STANDARD SCREEN METAL CLAD WOOD EXTERIOR METAL CLAD TRIPLE 6 9/16" (166 mm)STANDARD SCREEN WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) 2" BRICKMOULD WITH STANDARD SUBSILL STANDARD SCREEN WOOD EXTERIOR TRIPLE 6 9/16" (166 mm) 3 1/2" FLAT CASING WITH BC SUBSILL STANDARD SCREEN 6 9/16" [166] 1 3/16" [31]5/8"[16]1 3/8"[35]2 1/8"[54]3"[76]2 1/16"[53]3 3/16"[82]2 1/4"[57]5/8"[16]2 3/4"[70]4 9/16" [116] 1 7/16" [37]1 1/4"[32]1 5/16"[34]1 3/8"[35]2 1/8"[54]2 3/4"[70]3 3/16"[82]2 1/4"[57]3"[76]2 1/16"[52]2 1/4" [57] 1 11/16" [43]2 7/8"[73]1 1/4" [32] 6 9/16" [166] 1 15/16" [50]5/8" [16]1 3/8" [35]2 1/16"[52]3"[76]2 1/4"[57]3 3/16"[82]1 3/8"[35]2 1/4" [57] 4 9/16" [116] 1 3/16" [31]1 1/4"[32]1 3/8"[35]2 1/8"[54]1 3/8"[35]2 3/4"[70]3 3/16"[82]2 1/4"[57]VISIBLE GLASS1 11/16" [43]3"[76]2 1/16"[52]FRAME HEIGHT3" [76] 3" [76] 6" [153] 1 1/4" [32] 2 3/4" [70] 3/4" [19] 3/4" [19] 3" [76] 3" [76] 6" [153] 1 1/4" [32] 2 3/4" [70] 3/4" [19] 3/4" [19]1 1/16"[27]1 1/16"[27]1 1/16"[27]1 1/2"[39]TRIPLE TRIPLE STANDARDSCREEN STANDARDSCREEN DOUBLE STANDARDSCREEN DOUBLE STANDARDSCREEN Head & Sill Detail Plan ViewHead & Sill Detail 193 Technical Guide | B21Casement Windows Note:• Other jamb widths available. • All dimensions to have +/- 1/16” (2mm) tolerance. Picture And Fixed Casement Window Transoms Detail Head & Sill Detail 194 B22 | Technical Guide Casement Windows Note:• Other jamb widths available. • All dimensions to have +/- 1/16” (2mm) tolerance. Oversized Casement Window (Roto Gear Only) Detail Head & Sill Detail Glazing Stop Profiles Plan View Casing 1 3/8" [35] [53] 2 1/16" 3" [76]4 9/16"[116]2 1/16" [53] 3" [76] 1 3/8" [35]2 1/4" [57]1 3/16" [30]15/16" [24] B OVERSIZED CASEMENT WINDOW (ROTO GEAR ONLY) HEAD & SILL DETAIL DETAIL 4 9/16" (116 mm) METAL CLAD DOUBLE PLAN VIEW RETRACTABLE SCREEN WOOD EXTERIOR DOUBLE STANDARD SCREEN 6 9/16" (166 mm) 2" BRICKMOULD STANDARD SUBSILL GLAZING STOP PROFILES SQUARE PUTTY OGEE METAL CLAD DOUBLE RETRACTABLE SCREEN 2" BRICKMOULD WOOD EXTERIOR DOUBLE STANDARD SCREEN Frame Width2 1/4" [58]2 1/16"[53]3 3/16"[82]3"[76]1 3/16" [31] 4 9/16" [116]1 1/4"[32]1 3/16" [31]Frame Height1 3/8"[35]1 3/8"[35]2 1/2"[64]3 1/16"[78]2 1/4" [57]1 5/16"[34]6 9/16" [166]1 15/16" [50]5/8" [16]1 3/8"[35]2 1/16"[52]3"[76]2 1/4"[57]1 3/8"[35]2 3/4"[70]2 1/4" [57]1 1/16"[27]3 3/16"[82]1 1/16"[27]1 7/16" [36]Frame Height4 9/16"[116]1 7/16" [37]1 3/8" [35] 2 1/16" [52] 3" [76]2 1/4"[57]1 5/16" [34] 1 3/8" [35]6 9/16" [166]2 1/16" [52] 3" [76]1 15/16"[50]Frame Width 312" FLAT ADAMS SEE PAGE A22 FOR DIMENSIONS. Casing WILLIAMSBERG CONTEMPORARY 2" BRICKMOULD NOSE & COVE 2" CLAD FRAME EXTENSION 1 3/8" [35] [53] 2 1/16" 3" [76]4 9/16"[116]2 1/16" [53] 3" [76] 1 3/8" [35]2 1/4" [57]1 3/16" [30]15/16" [24] B OVERSIZED CASEMENT WINDOW (ROTO GEAR ONLY) HEAD & SILL DETAIL DETAIL 4 9/16" (116 mm) METAL CLAD DOUBLE PLAN VIEW RETRACTABLE SCREEN WOOD EXTERIOR DOUBLE STANDARD SCREEN 6 9/16" (166 mm) 2" BRICKMOULD STANDARD SUBSILL GLAZING STOP PROFILES SQUARE PUTTY OGEE METAL CLAD DOUBLE RETRACTABLE SCREEN 2" BRICKMOULD WOOD EXTERIOR DOUBLE STANDARD SCREEN Frame Width2 1/4" [58]2 1/16"[53]3 3/16"[82]3"[76]1 3/16" [31] 4 9/16" [116]1 1/4"[32]1 3/16" [31]Frame Height1 3/8"[35]1 3/8"[35]2 1/2"[64]3 1/16"[78]2 1/4" [57]1 5/16"[34]6 9/16" [166]1 15/16" [50]5/8" [16]1 3/8"[35]2 1/16"[52]3"[76]2 1/4"[57]1 3/8"[35]2 3/4"[70]2 1/4" [57]1 1/16"[27]3 3/16"[82]1 1/16"[27]1 7/16" [36]Frame Height4 9/16"[116]1 7/16" [37]1 3/8" [35] 2 1/16" [52] 3" [76]2 1/4"[57]1 5/16" [34] 1 3/8" [35]6 9/16" [166]2 1/16" [52] 3" [76]1 15/16"[50]Frame Width 312" FLAT ADAMS SEE PAGE A22 FOR DIMENSIONS. Casing WILLIAMSBERG CONTEMPORARY 2" BRICKMOULD NOSE & COVE 2" CLAD FRAME EXTENSION 1 3/8" [35] [53] 2 1/16" 3" [76]4 9/16"[116]2 1/16" [53] 3" [76] 1 3/8" [35]2 1/4" [57]1 3/16" [30]15/16" [24] B OVERSIZED CASEMENT WINDOW (ROTO GEAR ONLY) HEAD & SILL DETAIL DETAIL 4 9/16" (116 mm) METAL CLAD DOUBLE PLAN VIEW RETRACTABLE SCREEN WOOD EXTERIOR DOUBLE STANDARD SCREEN 6 9/16" (166 mm) 2" BRICKMOULD STANDARD SUBSILL GLAZING STOP PROFILES SQUARE PUTTY OGEE METAL CLAD DOUBLE RETRACTABLE SCREEN 2" BRICKMOULD WOOD EXTERIOR DOUBLE STANDARD SCREEN Frame Width2 1/4" [58]2 1/16"[53]3 3/16"[82]3"[76]1 3/16" [31] 4 9/16" [116]1 1/4"[32]1 3/16" [31]Frame Height1 3/8"[35]1 3/8"[35]2 1/2"[64]3 1/16"[78]2 1/4" [57]1 5/16"[34]6 9/16" [166]1 15/16" [50]5/8" [16]1 3/8"[35]2 1/16"[52]3"[76]2 1/4"[57]1 3/8"[35]2 3/4"[70]2 1/4" [57]1 1/16"[27]3 3/16"[82]1 1/16"[27]1 7/16" [36]Frame Height4 9/16"[116]1 7/16" [37]1 3/8" [35] 2 1/16" [52] 3" [76]2 1/4"[57]1 5/16" [34] 1 3/8" [35]6 9/16" [166]2 1/16" [52] 3" [76]1 15/16"[50]Frame Width 312" FLAT ADAMS SEE PAGE A22 FOR DIMENSIONS. Casing WILLIAMSBERG CONTEMPORARY 2" BRICKMOULD NOSE & COVE 2" CLAD FRAME EXTENSION 1 3/8" [35] [53] 2 1/16" 3" [76]4 9/16"[116]2 1/16" [53] 3" [76] 1 3/8" [35]2 1/4" [57]1 3/16" [30]15/16" [24] B OVERSIZED CASEMENT WINDOW (ROTO GEAR ONLY) HEAD & SILL DETAIL DETAIL 4 9/16" (116 mm) METAL CLAD DOUBLE PLAN VIEW RETRACTABLE SCREEN WOOD EXTERIOR DOUBLE STANDARD SCREEN 6 9/16" (166 mm) 2" BRICKMOULD STANDARD SUBSILL GLAZING STOP PROFILES SQUARE PUTTY OGEE METAL CLAD DOUBLE RETRACTABLE SCREEN 2" BRICKMOULD WOOD EXTERIOR DOUBLE STANDARD SCREEN Frame Width2 1/4" [58]2 1/16"[53]3 3/16"[82]3"[76]1 3/16" [31] 4 9/16" [116]1 1/4"[32]1 3/16" [31]Frame Height1 3/8"[35]1 3/8"[35]2 1/2"[64]3 1/16"[78]2 1/4" [57]1 5/16"[34]6 9/16" [166]1 15/16" [50]5/8" [16]1 3/8"[35]2 1/16"[52]3"[76]2 1/4"[57]1 3/8"[35]2 3/4"[70]2 1/4" [57]1 1/16"[27]3 3/16"[82]1 1/16"[27]1 7/16" [36]Frame Height4 9/16"[116]1 7/16" [37]1 3/8" [35] 2 1/16" [52] 3" [76]2 1/4"[57]1 5/16" [34] 1 3/8" [35]6 9/16" [166]2 1/16" [52] 3" [76]1 15/16"[50]Frame Width 312" FLAT ADAMS SEE PAGE A22 FOR DIMENSIONS. Casing WILLIAMSBERG CONTEMPORARY 2" BRICKMOULD NOSE & COVE 2" CLAD FRAME EXTENSION SEE SECTION A. 195 Technical Guide | B23Casement Windows Notes 196 loewen.com 197 Technical Guide | E1Double/Single Hung WindowsEDouble/Single Hung Windows Technical Guide E 198 E2 | Technical Guide Double/Single Hung Windows Styles Double Hung, Single Hung, Radius Top and Cottage options. Standard Features • Natural, clear Douglas Fir interior (no visible finger joints) • 4 9/16” (116 mm) jamb construction • LowE insulated glazing with 1/2” (13 mm) airspace • Roto gear operator and concealed sash locks • Extruded aluminum cladding in a variety of standard colors, primed wood or clear fir exterior • Flexible continuous weatherstrip system • Insect screens • Metal handle, cover and locks Hardware Multiple hardware type and finish choices are available. See the Hardware in section A for more information. Glazing LowE Double, LowE Triple and StormForce™. StormForce is not available on all products. Simulated Divided Lites (SDL) Ogee Profile — 3/4” (19 mm), 1 1/8” (30 mm), 2” (51 mm) Putty Profile — 5/8” (16 mm), 7/8” (22 mm), 1 1/8” (30 mm), 2” (51 mm) Square Profile (interior only) — 3/4” (19 mm), 7/8” (22 mm), 1 1/8” (30 mm), 2” (51 mm) Casing Wood: 2” (51 mm) Brickmould, 3 1/2” (89 mm) Flat, 5 1/2” (139 mm) Flat, Adams and Williamsburg. Metal Clad: 2” (51 mm) Brickmould, 3 1/2” (89 mm) Flat, 2” clad frame extension, Nose & Cove, Adams, Williamsburg and Contemporary. Metal Clad Color Spectrum All Palette colors, including anodized finishes. LEGEND: Standard Optional Product Features FINISH OPTIONS: REFER TO SECTION A. Double/Single Hung VARIABLES Function: Use for Egress Available with Screen Durability: Low Maintenance Metal Clad Exterior Clear Douglas Fir Exterior Finish Clear Mahogany Exterior Finish Primed Exterior Finish Performance: LowE Double LowE Triple StormForce™ Appearance: SDL Double/Single Hung HARDWARE STYLES Sash Lock Sash/Lift Double/Single Hung 199 Technical Guide | E3Double/Single Hung Windows Specifications Visit the Loewen Photo Gallery online at www.loewen.com for a large collection of Loewen product and elevation photography. Numerous custom window configuration opportunities exist — please contact your Authorized Loewen Dealer. Specifications and technical information are subject to change without notice. Imperial and metric measurements are converted accurately. However, in some cases, industry standards cause a 1 mm variance. (Example: 3/4" is shown as 19 mm for all glass measurements.) Cad Download: www.loewen.com/architect | Installation Instructions: www.loewen.com Standards Most units have been tested by an independent laboratory for air and water infiltration, structural performance, and thermal performance requirements. Frame & Sash Manufactured from Coastal Douglas Fir kiln-dried lumber with frame construction designed for 4 9/16” (116 mm) jamb. All wood exterior components are factory primed unless specified as clear exterior. Minor scratches or abrasions in the wood surface or primer are not considered defects. Alternate Species The entire Loewen product line is also available in optional Mahogany. Preservative Treated All wood parts are dipped in approved preservative. Glazing With countless glazing configurations and LowE coating options, we ensure that you can choose the perfect blend of protection and comfort. Insulating Glass Double or triple glass configurations with 1/2” (13 mm) airspace. LowE Systems LowE best describes the benefits of the product that incorporates glazing coatings and Argon gas. LowE systems help reduce heating and cooling costs, providing superior energy efficiency. Simulated Divided Lites (SDL) Standard SDL complete with airspace grilles, where available. Grille bars are permanently applied to the interior and exterior. Hardware Option Operator and sash locks are available in a variety of finishes. See section A. Metal Cladding Heavy duty exterior metal cladding comprised of extruded aluminum is available in a variety of Palette colors, including anodized and Cyprium (copper and bronze cladding). Interior of window can be natural wood (unfinished) or primed. Metal clad units are supplied ready-to-install complete with integral metal nailing flange. Hardware Hardware is standard in bronze, linen, or black. Optional sash lifts are available at an additional charge. Operable sash with single-handle tilt latch enables inward tilting of sash for easy cleaning. Weatherstrip Flexible weatherstrip ensures a positive weather seal. Screen Standard screens have a bronze, linen or aluminum frame, screened with anti-glare fiberglass cloth. Screen-frame color is matched to exterior finish on metal clad units. High transparency mesh, full screens and half screens available. Egress Standard screens have a bronze, linen or aluminum frame, screened with anti-glare fiberglass cloth. Screen-frame color is matched to exterior finish on metal clad units. High transparency mesh, full screens and half screens available. 200 E4 | Technical Guide Double/Single Hung Windows Product Code Rough Opening 22 9/16 [573] 26 9/16 [675] 30 9/16 [777] 32 9/16 [827] 34 9/16 [878] 36 9/16 [929] 38 9/16 [980] 42 9/16 [1081] 46 9/16 [1183] Frame 21 13/16 [554] 25 13/16 [656] 29 13/16 [758] 31 13/16 [808] 33 13/16 [859] 35 13/16 [910] 37 13/16 [961] 41 13/16 [1062] 45 13/16 [1164] Wood Exterior Metal Clad Visible Glass 15 1/16 [382] 19 1/16 [484] 23 1/16 [586] 25 1/16 [636] 27 1/16 [687] 29 1/16 [738] 31 1/16 [789] 35 1/16 [890] 39 1/16 [992] 33 11/16 [856] 33 1/16 [839] 32 5/16 [820]11 [280]DH1 1612 DH1 2012 DH1 2412 DH1 2612 DH1 2812 DH1 3012 37 11/16 [957] 37 [940] 36 1/4 [921]13 [330]DH1 1614 DH1 2014 DH1 2414 DH1 2614 41 11/16 [1059] 41 [1042] 40 1/4 [1023]15 [381]DH1 1616 DH1 2016 DH1 2416 DH1 2616 DH1 2816 DH1 3016 DH1 3216 DH1 3616 DH1 4016 49 11/16 [1262] 49 [1245] 48 1/4 [1226]19 [483]DH1 1620 DH1 2020 DH1 2420 DH1 2620 DH1 2820 DH1 3020 DH1 3220 DH1 3620 DH1 4020 53 11/16 [1364] 53 1/16 [1347] 52 5/16 [1328]21 [534]DH1 1622 DH1 2022 DH1 2422 DH1 2622 DH1 2822 DH1 3022 DH1 3222 DH1 3622 DH1 4022 57 11/16 [1465] 57 [1448] 56 1/4 [1429]23 [584]DH1 1624 DH1 2024 DH1 2424 DH1 2624 DH1 2824 DH1 3024 DH1 3224 DH1 3624 DH1 4024 61 11/16 [1567] 61 [1550] 60 1/4 [1531]25 [635]DH1 1626 DH1 2026 DH1 2426 DH1 2626 DH1 2826 DH1 3026 DH1 3226 DH1 3626 DH1 4026 65 11/16 [1668] 65 [1651] 64 1/4 [1632]27 [686]DH1 1628 DH1 2028 DH1 2428 DH1 2628 DH1 2828 DH1 3028 DH1 3228 DH1 3628 DH1 4028 69 11/16 [1770] 69 [1753] 68 1/4 [1734]29 [737]DH1 1630 DH1 2030 DH1 2430 DH1 2630 DH1 2830 DH1 3030 DH1 3230 DH1 3630 DH1 4030 73 11/16 [1872] 73 1/16 [1855] 72 5/16 [1836]31 [788]DH1 1632 DH1 2032 DH1 2432 DH1 2632 DH1 2832 DH1 3032 DH1 3232 DH1 3632 DH1 4032 77 11/16 [1973] 77 [1956] 76 1/4 [1937]33 [838]DH1 1634 DH1 2034 DH1 2434 DH1 2634 DH1 2834 DH1 3034 DH1 3234 DH1 3634 DH1 4034 81 11/16 [2075] 81 [2058] 80 1/4 [2039]35 [889]DH1 1636 DH1 2036 DH1 2436 DH1 2636 DH1 2836 DH1 3036 DH1 3236 DH1 3636 DH1* 4036 85 11/16 [2176] 85 [2159] 84 1/4 [2140]37 [940]DH1 1638 DH1 2038 DH1 2438 DH1 2638 DH1 2838 DH1 3038 DH1 3238 DH1 3638 DH1* 4038 Glass Size = Visible Glass + 15/16” (24 mm) Double/Single Hung 1 Wide Window Sizes Width HeightNote: Standard sizes Shown. Additional sizes may be available. Custom sizes can be ordered. • Substitute SH1 for DH1 when ordering a Single Hung unit. • SDL/Grille patterns are dependent on SDL/Grille type and window size. Please verify SDL/Grille patterns before confirming your order. • For Masonry opening information see page A30-A31. • Sizes are shown as double glazing, not all sizes may be available in triple glazing. • Only available in Liberty (non-tilt). • Egress calculations are based on the unit being opened at 70° for washability hinge, 80° for egress hinge, and having minimum clear openings of: Meets US Egress: 20" in width, 24" in height, with a total egress area of 5.7 Sq Ft Meets Canadian Egress: 15” in width, 15" in height, with a total egress area of 3.8 Sq Ft • Please check your local building codes for any variation in Egress Standards from those stated above. For egress information, contact your Authorized Loewen Dealer.201 Technical Guide | E5Double/Single Hung Windows Product Code Rough Opening 44 3/8 [1127] 52 3/8 [1331] 60 7/16 [1535] 64 3/8 [1635] 68 3/8 [1737] 72 3/8 [1839] 76 7/16 [1941] 84 3/8 [2143] 92 3/8 [2347] Frame 43 5/8 [1108] 51 5/8 [1312] 59 11/16 [1516] 63 5/8 [1616] 67 5/8 [1718] 71 5/8 [1820] 75 11/16 [1922] 83 5/8 [2124] 91 5/8 [2328] Wood Exterior Metal Clad Visible Glass 15 1/16 [382] 19 1/16 [484] 23 1/16 [586] 25 1/16 [636] 27 1/16 [687] 29 1/16 [738] 31 1/16 [789] 35 1/16 [890] 39 1/16 [992] 33 11/16 [856] 33 1/16 [839] 32 5/16 [820]11 [280]DH2 1612 DH2 2012 DH2 2412 DH2 2612 DH2 2812 DH2 3012 37 11/16 [957] 37 [940] 36 1/4 [921]13 [330]DH2 1614 DH2 2014 DH2 2414 DH2 2614 41 11/16 [1059] 41 [1042] 40 1/4 [1023]15 [381]DH2 1616 DH2 2016 DH2 2416 DH2 2616 DH2 2816 DH2 3016 DH2 3216 DH2 3616 DH2 4016 49 11/16 [1262] 49 [1245] 48 1/4 [1226]19 [483]DH2 1620 DH2 2020 DH2 2420 DH2 2620 DH2 2820 DH2 3020 DH2 3220 DH2 3620 DH2 4020 53 11/16 [1364] 53 1/16 [1347] 52 5/16 [1328]21 [534]DH2 1622 DH2 2022 DH2 2422 DH2 2622 DH2 2822 DH2 3022 DH2 3222 DH2 3622 DH2 4022 57 11/16 [1465] 57 [1448] 56 1/4 [1429]23 [584]DH2 1624 DH2 2024 DH2 2424 DH2 2624 DH2 2824 DH2 3024 DH2 3224 DH2 3624 DH2 4024 61 11/16 [1567] 61 [1550] 60 1/4 [1531]25 [635]DH2 1626 DH2 2026 DH2 2426 DH2 2626 DH2 2826 DH2 3026 DH2 3226 DH2 3626 DH2 4026 65 11/16 [1668] 65 [1651] 64 1/4 [1632]27 [686]DH2 1628 DH2 2028 DH2 2428 DH2 2628 DH2 2828 DH2 3028 DH2 3228 DH2 3628 DH2 4028 69 11/16 [1770] 69 [1753] 68 1/4 [1734]29 [737]DH2 1630 DH2 2030 DH2 2430 DH2 2630 DH2 2830 DH2 3030 DH2 3230 DH2 3630 DH2 4030 73 11/16 [1872] 73 1/16 [1855] 72 5/16 [1836]31 [788]DH2 1632 DH2 2032 DH2 2432 DH2 2632 DH2 2832 DH2 3032 DH2 3232 DH2 3632 DH2 4032 77 11/16 [1973] 77 [1956] 76 1/4 [1937]33 [838]DH2 1634 DH2 2034 DH2 2434 DH2 2634 DH2 2834 DH2 3034 DH2 3234 DH2 3634 DH2 4034 81 11/16 [2075] 81 [2058] 80 1/4 [2039]35 [889]DH2 1636 DH2 2036 DH2 2436 DH2 2636 DH2 2836 DH2 3036 DH2 3236 DH2 3636 DH2* 4036 85 11/16 [2176] 85 [2159] 84 1/4 [2140]37 [940]DH2 1638 DH2 2038 DH2 2438 DH2 2638 DH2 2838 DH2 3038 DH2 3238 DH2 3638 DH2* 4038 Glass Size = Visible Glass + 15/16” (24 mm) Double/Single Hung 2 Wide Window Sizes Width HeightNote: Standard sizes Shown. Additional sizes may be available. Custom sizes can be ordered. • Substitute SH1 for DH1 when ordering a Single Hung unit. • SDL/Grille patterns are dependent on SDL/Grille type and window size. Please verify SDL/Grille patterns before confirming your order. • For Masonry opening information see page A30-A31. • Sizes are shown as double glazing, not all sizes may be available in triple glazing. • Only available in Liberty (non-tilt). • Egress calculations are based on the unit being opened at 70° for washability hinge, 80° for egress hinge, and having minimum clear openings of: Meets US Egress: 20" in width, 24" in height, with a total egress area of 5.7 Sq Ft Meets Canadian Egress: 15” in width, 15" in height, with a total egress area of 3.8 Sq Ft • Please check your local building codes for any variation in Egress Standards from those stated above. For egress information, contact your Authorized Loewen Dealer.202 E6 | Technical Guide Double/Single Hung Windows Product Code Rough Opening 42 9/16 [1081] 46 9/16 [1183] 50 9/16 [1285] 54 9/16 [1386] 62 9/16 [1589] 70 9/16 [1793] Frame 41 13/16 [1062] 45 13/16 [1164] 49 13/16 [1266] 53 13/16 [1367] 61 13/16 [1570] 69 13/16 [1774] Wood Exterior Metal Clad Visible Glass 35 1/16 [890] 39 1/16 [992] 43 1/16 [1094] 47 1/16 [1195] 55 1/16 [1398] 63 1/16 [1602] 33 11/16 [856] 33 1/16 [839] 32 5/16 [820] 24 1/16 [611]DF 3625 DF 4025 DF 4425 DF 4825 DF 5625 DF 6425 37 11/16 [957] 37 [940] 36 1/4 [921] 28 1/16 [712]DF 3629 DF 4029 DF 4429 DF 4829 DF 5629 DF 6429 41 11/16 [1059] 41 [1042] 40 1/4 [1023] 32 1/16 [814]DF 3633 DF 4033 DF 4433 DF 4833 DF 5633 DF 6433 49 11/16 [1262] 49 [1245] 48 1/4 [1226] 40 1/16 [1017]DF 3641 DF 4041 DF 4441 DF 4841 DF 5641 DF 6441 53 11/16 [1364] 53 1/16 [1347] 52 5/16 [1328] 44 1/16 [1119]DF 3645 DF 4045 DF 4445 DF 4845 DF 5645 DF 6445 57 11/16 [1465] 57 [1448] 56 1/4 [1429] 48 1/16 [1220]DF 3649 DF 4049 DF 4449 DF 4849 DF 5649 DF 6449 61 11/16 [1567] 61 [1550] 60 1/4 [1531] 52 1/16 [1322]DF 3653 DF 4053 DF 4453 DF 4853 DF 5653 DF 6453 65 11/16 [1668] 65 [1651] 64 1/4 [1632]56 [1423]DF 3657 DF 4057 DF 4457 DF 4857 DF 5657 DF 6457 69 11/16 [1770] 69 [1753] 68 1/4 [1734] 60 1/16 [1525]DF 3661 DF 4061 DF 4461 DF 4861 DF 5661 DF 6461 73 11/16 [1872] 73 1/16 [1855] 72 5/16 [1836] 64 1/16 [1627]DF 3665 DF 4065 DF 4465 DF 4865 DF 5665 DF* 6465 77 11/16 [1973] 77 [1956] 76 1/4 [1937] 68 1/16 [1728]DF 3669 DF 4069 DF 4469 DF 4869 DF* 5669 DF* 6469 81 11/16 [2075] 81 [2058] 80 1/4 [2039] 72 1/16 [1830]DF 3673 DF 4073 DF 4473 DF 4873 DF* 5673 DF* 6473 85 11/16 [2176] 85 [2159] 84 1/4 [2140]76 [1931]DF 3677 DF 4077 DF 4477 DF 4877 DF* 5677 DF* 6477 Glass Size = Visible Glass + 15/16” (24 mm) Double/Single Hung Fixed Window Sizes Width HeightNote: Standard sizes Shown. Additional sizes may be available. Custom sizes can be ordered. • SDL/Grille patterns are dependent on SDL/Grille type and window size. Please verify SDL/Grille patterns before confirming your order. • For Masonry opening information see page A30-A31. • Sizes are shown as double glazing, not all sizes may be available in triple glazing. • Only available with a Grand Sash.203 Technical Guide | E7Double/Single Hung Windows Product Code Rough Opening 22 9/16 [573] 26 9/16 [675] 30 9/16 [777] 32 9/16 [827] 34 9/16 [878] 36 9/16 [929] 38 9/16 [980] 42 9/16 [1081] 46 9/16 [1183] Frame 21 13/16 [554] 25 13/16 [656] 29 13/16 [758] 31 13/16 [808] 33 13/16 [859] 35 13/16 [910] 37 13/16 [961] 41 13/16 [1062] 45 13/16 [1164] Wood Exterior Metal Clad Visible Glass 15 1/16 [382] 19 1/16 [484] 23 1/16 [586] 25 1/16 [636] 27 1/16 [687] 29 1/16 [738] 31 1/16 [789] 35 1/16 [890] 39 1/16 [992] 17 1/4 [438] 16 9/16 [421] 15 13/16 [402] 9 1/16 [230]DT 1610 DT 2010 DT 2410 DT 2610 DT 2810 DT 3010 DT 3210 DT 3610 DT 4010 19 1/4 [489] 18 9/16 [472] 17 13/16 [453] 11 1/16 [281]DT 1612 DT 2012 DT 2412 DT 2612 DT 2812 DT 3012 DT 3212 DT 3612 DT 4012 21 1/4 [540] 20 9/16 [523] 19 13/16 [504] 13 1/16 [332]DT 1614 DT 2014 DT 2414 DT 2614 DT 2814 DT 3014 DT 3214 DT 3614 DT 4014 23 1/4 [590] 22 9/16 [573] 21 13/16 [554] 15 1/16 [382]DT 1616 DT 2016 DT 2416 DT 2616 DT 2816 DT 3016 DT 3216 DT 3616 DT 4016 25 1/4 [641] 24 9/16 [624] 23 13/16 [605] 17 1/16 [433]DT 1618 DT 2018 DT 2418 DT 2618 DT 2818 DT 3018 DT 3218 DT 3618 DT 4018 27 1/4 [692] 26 9/16 [675] 25 13/16 [656] 19 1/16 [484]DT 1620 DT 2020 DT 2420 DT 2620 DT 2820 DT 3020 DT 3220 DT 3620 DT 4020 Glass Size = Visible Glass + 15/16” (24 mm) Double/Single Hung Transom Window Sizes Width HeightNote: Standard sizes Shown. Additional sizes may be available. Custom sizes can be ordered. • SDL/Grille patterns are dependent on SDL/Grille type and window size. Please verify SDL/Grille patterns before confirming your order. • For Masonry opening information see page A30-A31. • Sizes are shown as double glazing, not all sizes may be available in triple glazing.204 E8 | Technical Guide Double/Single Hung Windows3 3/8"[86]1 3/4"[45]1 1/2"[38]4 9/16" [116] 1 5/16" [33]1 1/2" [39]VISIBLE GLASS1 15/16"[49]1 13/16"[46]VISIBILE GLASS2 1/16"[53]2 7/8"[73]4 15/16"[126]FRAME HEIGHT3 1/2"[89]1 9/16" [40]3 1/2"[89]1 11/16"[43]1 7/8"[47]4 15/16"[126]3 3/8"[86]1 3/16" [30]1 1/4"[32]6 9/16" [166]1 1/2"[38]2 1/16"[53]2 7/8"[73]1 3/4" [45] 3 3/8" [86]1 15/16"[49]1 1/2" [38]6 9/16" [166]5/8"[16]1 15/16" [49]5/8"[16]1 3/16"[30]5/8" [16] 1 1/2" [38]1 9/16"[40]1 3/4" [45] 3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 1 1/4" [32] 3" [76] 1/8" [4]9/16"[15]4 9/16"[116]HEAD & SILL DETAIL HEAD & SILL DETAIL PLAN VIEW PLAN VIEW METAL CLAD METAL CLAD DOUBLE 4 9/16" (116 mm) 2" BRICKMOULD STANDARD SILL NOSE METAL CLAD TRIPLE 6 9/16" (166 mm) MULTILITE SILL NOSE METAL CLAD TRIPLE 6 9/16" (166 mm) DOUBLE/SINGLE HUNG - DOUBLE HUNG TILTING WINDOW DETAIL MULL DETAIL METAL CLAD DOUBLE 6 9/16" (166 mm) 3 3/8" [86] Note:• Other jamb widths available. • All dimensions to have +/- 1/16” (2mm) tolerance. Double/Single Hung – Double Hung Tilting Window Detail Head & Sill Detail Head & Sill Detail Plan View Mull Detail Plan View 3 3/8"[86]1 3/4"[45]1 1/2"[38]4 9/16" [116] 1 5/16" [33]1 1/2" [39]VISIBLE GLASS1 15/16"[49]1 13/16"[46]VISIBILE GLASS2 1/16"[53]2 7/8"[73]4 15/16"[126]FRAME HEIGHT3 1/2"[89]1 9/16" [40]3 1/2"[89]1 11/16"[43]1 7/8"[47]4 15/16"[126]3 3/8"[86]1 3/16" [30]1 1/4"[32]6 9/16" [166]1 1/2"[38]2 1/16"[53]2 7/8"[73]1 3/4" [45] 3 3/8" [86]1 15/16"[49]1 1/2" [38]6 9/16" [166]5/8"[16]1 15/16" [49]5/8"[16]1 3/16"[30]5/8" [16] 1 1/2" [38]1 9/16"[40]1 3/4" [45] 3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 1 1/4" [32] 3" [76] 1/8" [4]9/16"[15]4 9/16"[116]HEAD & SILL DETAIL HEAD & SILL DETAIL PLAN VIEW PLAN VIEW METAL CLAD METAL CLAD DOUBLE 4 9/16" (116 mm) 2" BRICKMOULD STANDARD SILL NOSE METAL CLAD TRIPLE 6 9/16" (166 mm) MULTILITE SILL NOSE METAL CLAD TRIPLE 6 9/16" (166 mm) DOUBLE/SINGLE HUNG - DOUBLE HUNG TILTING WINDOW DETAIL MULL DETAIL METAL CLAD DOUBLE 6 9/16" (166 mm) 3 3/8" [86]3 3/8"[86]1 3/4"[45]1 1/2"[38]4 9/16" [116] 1 5/16" [33]1 1/2" [39]VISIBLE GLASS1 15/16"[49]1 13/16"[46]VISIBILE GLASS2 1/16"[53]2 7/8"[73]4 15/16"[126]FRAME HEIGHT3 1/2"[89]1 9/16" [40]3 1/2"[89]1 11/16"[43]1 7/8"[47]4 15/16"[126]3 3/8"[86]1 3/16" [30]1 1/4"[32]6 9/16" [166]1 1/2"[38]2 1/16"[53]2 7/8"[73]1 3/4" [45] 3 3/8" [86]1 15/16"[49]1 1/2" [38]6 9/16" [166]5/8"[16]1 15/16" [49]5/8"[16]1 3/16"[30]5/8" [16] 1 1/2" [38]1 9/16"[40]1 3/4" [45] 3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 1 1/4" [32] 3" [76] 1/8" [4]9/16"[15]4 9/16"[116]HEAD & SILL DETAIL HEAD & SILL DETAIL PLAN VIEW PLAN VIEW METAL CLAD METAL CLAD DOUBLE 4 9/16" (116 mm) 2" BRICKMOULD STANDARD SILL NOSE METAL CLAD TRIPLE 6 9/16" (166 mm) MULTILITE SILL NOSE METAL CLAD TRIPLE 6 9/16" (166 mm) DOUBLE/SINGLE HUNG - DOUBLE HUNG TILTING WINDOW DETAIL MULL DETAIL METAL CLAD DOUBLE 6 9/16" (166 mm) 3 3/8" [86]3 3/8"[86]1 3/4"[45]1 1/2"[38]4 9/16" [116] 1 5/16" [33]1 1/2" [39]VISIBLE GLASS1 15/16"[49]1 13/16"[46]VISIBILE GLASS2 1/16"[53]2 7/8"[73]4 15/16"[126]FRAME HEIGHT3 1/2"[89]1 9/16" [40]3 1/2"[89]1 11/16"[43]1 7/8"[47]4 15/16"[126]3 3/8"[86]1 3/16" [30]1 1/4"[32]6 9/16" [166]1 1/2"[38]2 1/16"[53]2 7/8"[73]1 3/4" [45] 3 3/8" [86]1 15/16"[49]1 1/2" [38]6 9/16" [166]5/8"[16]1 15/16" [49]5/8"[16]1 3/16"[30]5/8" [16] 1 1/2" [38]1 9/16"[40]1 3/4" [45] 3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 1 1/4" [32] 3" [76] 1/8" [4]9/16"[15]4 9/16"[116]HEAD & SILL DETAIL HEAD & SILL DETAIL PLAN VIEW PLAN VIEW METAL CLAD METAL CLAD DOUBLE 4 9/16" (116 mm) 2" BRICKMOULD STANDARD SILL NOSE METAL CLAD TRIPLE 6 9/16" (166 mm) MULTILITE SILL NOSE METAL CLAD TRIPLE 6 9/16" (166 mm) DOUBLE/SINGLE HUNG - DOUBLE HUNG TILTING WINDOW DETAIL MULL DETAIL METAL CLAD DOUBLE 6 9/16" (166 mm) 3 3/8" [86]3 3/8"[86]1 3/4"[45]1 1/2"[38]4 9/16" [116] 1 5/16" [33]1 1/2" [39]VISIBLE GLASS1 15/16"[49]1 13/16"[46]VISIBILE GLASS2 1/16"[53]2 7/8"[73]4 15/16"[126]FRAME HEIGHT3 1/2"[89]1 9/16" [40]3 1/2"[89]1 11/16"[43]1 7/8"[47]4 15/16"[126]3 3/8"[86]1 3/16" [30]1 1/4"[32]6 9/16" [166]1 1/2"[38]2 1/16"[53]2 7/8"[73]1 3/4" [45] 3 3/8" [86]1 15/16"[49]1 1/2" [38]6 9/16" [166]5/8"[16]1 15/16" [49]5/8"[16]1 3/16"[30]5/8" [16] 1 1/2" [38]1 9/16"[40]1 3/4" [45] 3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 1 1/4" [32] 3" [76] 1/8" [4]9/16"[15]4 9/16"[116]HEAD & SILL DETAIL HEAD & SILL DETAIL PLAN VIEW PLAN VIEW METAL CLAD METAL CLAD DOUBLE 4 9/16" (116 mm) 2" BRICKMOULD STANDARD SILL NOSE METAL CLAD TRIPLE 6 9/16" (166 mm) MULTILITE SILL NOSE METAL CLAD TRIPLE 6 9/16" (166 mm) DOUBLE/SINGLE HUNG - DOUBLE HUNG TILTING WINDOW DETAIL MULL DETAIL METAL CLAD DOUBLE 6 9/16" (166 mm) 3 3/8" [86] 205 Technical Guide | E9Double/Single Hung Windows Note:• Other jamb widths available. • All dimensions to have +/- 1/16” (2mm) tolerance. Double/Single Hung – Double Hung Tilting Window Detail 3 3/8"[86]FRAME HEIGHTVISIBLE GLASS1 3/4"[45]1 1/2"[38]4 9/16" [116] 1 1/4" [32]4 7/8"[124]VISIBILE GLASS1 15/16"[49]1 3/4"[45]5"[127]3 1/2"[89]2 1/16"[53]3 15/16"[100]1 7/16" [37] 6 9/16" [166]1 5/16"[34]5/8"[16]1 1/2"[38]1 3/4"[45]3 3/8"[86]1 3/4"[45]3 1/2"[89]5"[127]5/8"[16]2 1/16"[53]2 7/8"[73]1 1/16"[27]1 9/16" [40] 1 3/4" [45] 1 3/4" [45]1 15/16"[49]1 1/4" [32] 3" [76] 3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 1 3/4" [45] 1 3/4" [45]1 9/16"[40]1 1/2" [38] 1 1/2" [38]1 9/16"[40]6 9/16"[166]1 7/16"[37]1 1/2" [38] 5/8" [16] 3 3/8" [86]1 1/16"[27]1 1/2"[39]1 1/16"[27]4 9/16"[116]5 1/8"[130]HEAD & SILL DETAIL HEAD & SILL DETAIL PLAN VIEW PLAN VIEW WOOD EXTERIOR WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) 5 1/2" FLAT CASING BC SUBSILL WOOD EXTERIOR TRIPLE 6 9/16" (166 mm) 2" BRICKMOULD STANDARD SUBSILL WOOD EXTERIOR TRIPLE 6 9/16" (166 mm) 2" BRICKMOULD DOUBLE/SINGLE HUNG - DOUBLE HUNG TILTING WINDOW DETAIL WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) + 5 1/8" (130 mm) 2" BRICKMOULD FLUSH MOUNT CASING MULL DETAIL TRIPLEDOUBLE Head & Sill Detail Head & Sill Detail Plan View Plan View 3 3/8"[86]FRAME HEIGHTVISIBLE GLASS1 3/4"[45]1 1/2"[38]4 9/16" [116] 1 1/4" [32]4 7/8"[124]VISIBILE GLASS 1 15/16"[49]1 3/4"[45]5"[127]3 1/2"[89]2 1/16"[53]3 15/16"[100]1 7/16" [37] 6 9/16" [166]1 5/16"[34]5/8"[16]1 1/2"[38]1 3/4"[45]3 3/8"[86]1 3/4"[45]3 1/2"[89]5"[127]5/8"[16]2 1/16"[53]2 7/8"[73]1 1/16"[27]1 9/16" [40] 1 3/4" [45] 1 3/4" [45]1 15/16"[49]1 1/4" [32] 3" [76] 3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 1 3/4" [45] 1 3/4" [45]1 9/16"[40]1 1/2" [38] 1 1/2" [38]1 9/16"[40]6 9/16"[166]1 7/16"[37]1 1/2" [38] 5/8" [16] 3 3/8" [86]1 1/16"[27]1 1/2"[39]1 1/16"[27]4 9/16"[116]5 1/8"[130]HEAD & SILL DETAIL HEAD & SILL DETAIL PLAN VIEW PLAN VIEW WOOD EXTERIOR WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) 5 1/2" FLAT CASING BC SUBSILL WOOD EXTERIOR TRIPLE 6 9/16" (166 mm) 2" BRICKMOULD STANDARD SUBSILL WOOD EXTERIOR TRIPLE 6 9/16" (166 mm) 2" BRICKMOULD DOUBLE/SINGLE HUNG - DOUBLE HUNG TILTING WINDOW DETAIL WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) + 5 1/8" (130 mm) 2" BRICKMOULD FLUSH MOUNT CASING MULL DETAIL TRIPLEDOUBLE3 3/8"[86]FRAME HEIGHTVISIBLE GLASS1 3/4"[45]1 1/2"[38]4 9/16" [116] 1 1/4" [32]4 7/8"[124]VISIBILE GLASS 1 15/16"[49]1 3/4"[45]5"[127]3 1/2"[89]2 1/16"[53]3 15/16"[100]1 7/16" [37] 6 9/16" [166]1 5/16"[34]5/8"[16]1 1/2"[38]1 3/4"[45]3 3/8"[86]1 3/4"[45]3 1/2"[89]5"[127]5/8"[16]2 1/16"[53]2 7/8"[73]1 1/16"[27]1 9/16" [40] 1 3/4" [45] 1 3/4" [45]1 15/16"[49]1 1/4" [32] 3" [76] 3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 1 3/4" [45] 1 3/4" [45]1 9/16"[40]1 1/2" [38] 1 1/2" [38]1 9/16"[40]6 9/16"[166]1 7/16"[37]1 1/2" [38] 5/8" [16] 3 3/8" [86]1 1/16"[27]1 1/2"[39]1 1/16"[27]4 9/16"[116]5 1/8"[130]HEAD & SILL DETAIL HEAD & SILL DETAIL PLAN VIEW PLAN VIEW WOOD EXTERIOR WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) 5 1/2" FLAT CASING BC SUBSILL WOOD EXTERIOR TRIPLE 6 9/16" (166 mm) 2" BRICKMOULD STANDARD SUBSILL WOOD EXTERIOR TRIPLE 6 9/16" (166 mm) 2" BRICKMOULD DOUBLE/SINGLE HUNG - DOUBLE HUNG TILTING WINDOW DETAIL WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) + 5 1/8" (130 mm) 2" BRICKMOULD FLUSH MOUNT CASING MULL DETAIL TRIPLEDOUBLE3 3/8"[86]FRAME HEIGHTVISIBLE GLASS1 3/4"[45]1 1/2"[38]4 9/16" [116] 1 1/4" [32]4 7/8"[124]VISIBILE GLASS 1 15/16"[49]1 3/4"[45]5"[127]3 1/2"[89]2 1/16"[53]3 15/16"[100]1 7/16" [37] 6 9/16" [166]1 5/16"[34]5/8"[16]1 1/2"[38]1 3/4"[45]3 3/8"[86]1 3/4"[45]3 1/2"[89]5"[127]5/8"[16]2 1/16"[53]2 7/8"[73]1 1/16"[27]1 9/16" [40] 1 3/4" [45] 1 3/4" [45]1 15/16"[49]1 1/4" [32] 3" [76] 3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 1 3/4" [45] 1 3/4" [45]1 9/16"[40]1 1/2" [38] 1 1/2" [38]1 9/16"[40]6 9/16"[166]1 7/16"[37]1 1/2" [38] 5/8" [16] 3 3/8" [86]1 1/16"[27]1 1/2"[39]1 1/16"[27]4 9/16"[116]5 1/8"[130]HEAD & SILL DETAIL HEAD & SILL DETAIL PLAN VIEW PLAN VIEW WOOD EXTERIOR WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) 5 1/2" FLAT CASING BC SUBSILL WOOD EXTERIOR TRIPLE 6 9/16" (166 mm) 2" BRICKMOULD STANDARD SUBSILL WOOD EXTERIOR TRIPLE 6 9/16" (166 mm) 2" BRICKMOULD DOUBLE/SINGLE HUNG - DOUBLE HUNG TILTING WINDOW DETAIL WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) + 5 1/8" (130 mm) 2" BRICKMOULD FLUSH MOUNT CASING MULL DETAIL TRIPLEDOUBLE3 3/8"[86]FRAME HEIGHTVISIBLE GLASS1 3/4"[45]1 1/2"[38]4 9/16" [116] 1 1/4" [32]4 7/8"[124]VISIBILE GLASS 1 15/16"[49]1 3/4"[45]5"[127]3 1/2"[89]2 1/16"[53]3 15/16"[100]1 7/16" [37] 6 9/16" [166]1 5/16"[34]5/8"[16]1 1/2"[38]1 3/4"[45]3 3/8"[86]1 3/4"[45]3 1/2"[89]5"[127]5/8"[16]2 1/16"[53]2 7/8"[73]1 1/16"[27]1 9/16" [40] 1 3/4" [45] 1 3/4" [45]1 15/16"[49]1 1/4" [32] 3" [76] 3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 1 3/4" [45] 1 3/4" [45]1 9/16"[40]1 1/2" [38] 1 1/2" [38]1 9/16"[40]6 9/16"[166]1 7/16"[37]1 1/2" [38] 5/8" [16] 3 3/8" [86]1 1/16"[27]1 1/2"[39]1 1/16"[27]4 9/16"[116]5 1/8"[130]HEAD & SILL DETAIL HEAD & SILL DETAIL PLAN VIEW PLAN VIEW WOOD EXTERIOR WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) 5 1/2" FLAT CASING BC SUBSILL WOOD EXTERIOR TRIPLE 6 9/16" (166 mm) 2" BRICKMOULD STANDARD SUBSILL WOOD EXTERIOR TRIPLE 6 9/16" (166 mm) 2" BRICKMOULD DOUBLE/SINGLE HUNG - DOUBLE HUNG TILTING WINDOW DETAIL WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) + 5 1/8" (130 mm) 2" BRICKMOULD FLUSH MOUNT CASING MULL DETAIL TRIPLEDOUBLE Mull Detail 206 E10 | Technical Guide Double/Single Hung Windows Note:• Other jamb widths available. • All dimensions to have +/- 1/16” (2mm) tolerance. Double/Single Hung – Single Hung Tilting Window Detail 3 3/8"[86]1 11/16"[43]1 1/2"[38]4 9/16" [116] 1 3/16" [30]VISIBLE GLASS1 15/16"[49]1 13/16"[46]VISIBILE GLASS2 1/16"[53]2 7/8"[73]4 15/16"[126]FRAME HEIGHT3 1/2"[89]1 9/16" [40]3 1/2"[89]1 3/4"[45]1 7/8"[47]4 15/16"[126]3 7/16"[87]1 3/16" [30]1 1/4"[32]6 9/16" [166]1 1/2"[38]2 1/16"[53]2 7/8"[73]1 3/4" [45] 3 3/8" [86]1 15/16"[49]1 1/2" [38]6 9/16" [166]5/8"[16]1 15/16" [49]5/8"[16]1 3/16"[30]5/8" [16] 1 1/2" [38]1 9/16"[40]1 3/4" [45] 3 3/8" [86] 3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 1 1/4" [32] 3" [76]3 1/4" [82]9/16"[15]9/16"[15]4 9/16"[116]HEAD & SILL DETAIL HEAD & SILL DETAIL PLAN VIEW PLAN VIEW METAL CLAD METAL CLAD DOUBLE 4 9/16" (116 mm) 3 1/2" FLAT CASING STANDARD SILL NOSE METAL CLAD TRIPLE 6 9/16" (166 mm) METAL CLAD TRIPLE 6 9/16" (166 mm) DOUBLE/SINGLE HUNG - SINGLE HUNG TILTING WINDOW DETAIL MULL DETAIL METAL CLAD DOUBLE 6 9/16" (166 mm)1 3/16"[30]Head & Sill Detail Head & Sill Detail Plan View Mull Detail Plan View 3 3/8"[86]1 11/16"[43]1 1/2"[38]4 9/16" [116] 1 3/16" [30]VISIBLE GLASS1 15/16"[49]1 13/16"[46]VISIBILE GLASS2 1/16"[53]2 7/8"[73]4 15/16"[126]FRAME HEIGHT3 1/2"[89]1 9/16" [40]3 1/2"[89]1 3/4"[45]1 7/8"[47]4 15/16"[126]3 7/16"[87]1 3/16" [30]1 1/4"[32]6 9/16" [166]1 1/2"[38]2 1/16"[53]2 7/8"[73]1 3/4" [45] 3 3/8" [86]1 15/16"[49]1 1/2" [38]6 9/16" [166]5/8"[16]1 15/16" [49]5/8"[16]1 3/16"[30]5/8" [16] 1 1/2" [38]1 9/16"[40]1 3/4" [45] 3 3/8" [86] 3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 1 1/4" [32] 3" [76]3 1/4" [82]9/16"[15]9/16"[15]4 9/16"[116]HEAD & SILL DETAIL HEAD & SILL DETAIL PLAN VIEW PLAN VIEW METAL CLAD METAL CLAD DOUBLE 4 9/16" (116 mm) 3 1/2" FLAT CASING STANDARD SILL NOSE METAL CLAD TRIPLE 6 9/16" (166 mm) METAL CLAD TRIPLE 6 9/16" (166 mm) DOUBLE/SINGLE HUNG - SINGLE HUNG TILTING WINDOW DETAIL MULL DETAIL METAL CLAD DOUBLE 6 9/16" (166 mm)1 3/16"[30]3 3/8"[86]1 11/16"[43]1 1/2"[38]4 9/16" [116] 1 3/16" [30]VISIBLE GLASS1 15/16"[49]1 13/16"[46]VISIBILE GLASS2 1/16"[53]2 7/8"[73]4 15/16"[126]FRAME HEIGHT3 1/2"[89]1 9/16" [40]3 1/2"[89]1 3/4"[45]1 7/8"[47]4 15/16"[126]3 7/16"[87]1 3/16" [30]1 1/4"[32]6 9/16" [166]1 1/2"[38]2 1/16"[53]2 7/8"[73]1 3/4" [45] 3 3/8" [86]1 15/16"[49]1 1/2" [38]6 9/16" [166]5/8"[16]1 15/16" [49]5/8"[16]1 3/16"[30]5/8" [16] 1 1/2" [38]1 9/16"[40]1 3/4" [45] 3 3/8" [86] 3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 1 1/4" [32] 3" [76]3 1/4" [82]9/16"[15]9/16"[15]4 9/16"[116]HEAD & SILL DETAIL HEAD & SILL DETAIL PLAN VIEW PLAN VIEW METAL CLAD METAL CLAD DOUBLE 4 9/16" (116 mm) 3 1/2" FLAT CASING STANDARD SILL NOSE METAL CLAD TRIPLE 6 9/16" (166 mm) METAL CLAD TRIPLE 6 9/16" (166 mm) DOUBLE/SINGLE HUNG - SINGLE HUNG TILTING WINDOW DETAIL MULL DETAIL METAL CLAD DOUBLE 6 9/16" (166 mm)1 3/16"[30]3 3/8"[86]1 11/16"[43]1 1/2"[38]4 9/16" [116] 1 3/16" [30]VISIBLE GLASS1 15/16"[49]1 13/16"[46]VISIBILE GLASS2 1/16"[53]2 7/8"[73]4 15/16"[126]FRAME HEIGHT3 1/2"[89]1 9/16" [40]3 1/2"[89]1 3/4"[45]1 7/8"[47]4 15/16"[126]3 7/16"[87]1 3/16" [30]1 1/4"[32]6 9/16" [166]1 1/2"[38]2 1/16"[53]2 7/8"[73]1 3/4" [45] 3 3/8" [86]1 15/16"[49]1 1/2" [38]6 9/16" [166]5/8"[16]1 15/16" [49]5/8"[16]1 3/16"[30]5/8" [16] 1 1/2" [38]1 9/16"[40]1 3/4" [45] 3 3/8" [86] 3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 1 1/4" [32] 3" [76]3 1/4" [82]9/16"[15]9/16"[15]4 9/16"[116]HEAD & SILL DETAIL HEAD & SILL DETAIL PLAN VIEW PLAN VIEW METAL CLAD METAL CLAD DOUBLE 4 9/16" (116 mm) 3 1/2" FLAT CASING STANDARD SILL NOSE METAL CLAD TRIPLE 6 9/16" (166 mm) METAL CLAD TRIPLE 6 9/16" (166 mm) DOUBLE/SINGLE HUNG - SINGLE HUNG TILTING WINDOW DETAIL MULL DETAIL METAL CLAD DOUBLE 6 9/16" (166 mm)1 3/16"[30]3 3/8"[86]1 11/16"[43]1 1/2"[38]4 9/16" [116] 1 3/16" [30]VISIBLE GLASS1 15/16"[49]1 13/16"[46]VISIBILE GLASS2 1/16"[53]2 7/8"[73]4 15/16"[126]FRAME HEIGHT3 1/2"[89]1 9/16" [40]3 1/2"[89]1 3/4"[45]1 7/8"[47]4 15/16"[126]3 7/16"[87]1 3/16" [30]1 1/4"[32]6 9/16" [166]1 1/2"[38]2 1/16"[53]2 7/8"[73]1 3/4" [45] 3 3/8" [86]1 15/16"[49]1 1/2" [38]6 9/16" [166]5/8"[16]1 15/16" [49]5/8"[16]1 3/16"[30]5/8" [16] 1 1/2" [38]1 9/16"[40]1 3/4" [45] 3 3/8" [86] 3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 1 1/4" [32] 3" [76]3 1/4" [82]9/16"[15]9/16"[15]4 9/16"[116]HEAD & SILL DETAIL HEAD & SILL DETAIL PLAN VIEW PLAN VIEW METAL CLAD METAL CLAD DOUBLE 4 9/16" (116 mm) 3 1/2" FLAT CASING STANDARD SILL NOSE METAL CLAD TRIPLE 6 9/16" (166 mm) METAL CLAD TRIPLE 6 9/16" (166 mm) DOUBLE/SINGLE HUNG - SINGLE HUNG TILTING WINDOW DETAIL MULL DETAIL METAL CLAD DOUBLE 6 9/16" (166 mm)1 3/16"[30]207 Technical Guide | E11Double/Single Hung Windows Note:• Other jamb widths available. • All dimensions to have +/- 1/16” (2mm) tolerance. Double/Single Hung – Single Hung Tilting Window Detail 3 3/8"[86]FRAME HEIGHTVISIBLE GLASS1 3/4"[45]1 1/2"[38]4 9/16" [116] 1 1/4" [32]4 7/8"[124]VISIBILE GLASS1 15/16"[49]1 3/4"[45]5"[127]3 1/2"[89]2 1/16"[53]3 15/16"[100]1 7/16" [37] 6 9/16" [166]1 5/16"[34]5/8"[16]1 1/2"[38]1 3/4"[45]3 3/8"[86]1 3/4"[45]3 1/2"[89]5"[127]5/8"[16]2 1/16"[53]2 7/8"[73]1 1/16"[27]1 9/16" [40] 1 3/4" [45] 1 3/4" [45]1 15/16"[49]1 1/4" [32] 3" [76] 3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 1 3/4" [45] 1 3/4" [45]1 9/16"[40]1 1/2" [38] 1 1/2" [38]1 9/16"[40]6 9/16"[166]1 7/16"[37]1 1/2" [38] 5/8" [16] 3 3/8" [86]1 1/16"[27]1 1/2"[39]1 1/16"[27]4 9/16"[116]5 1/8"[130]HEAD & SILL DETAIL HEAD & SILL DETAIL PLAN VIEW PLAN VIEW WOOD EXTERIOR WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) 5 1/2" FLAT CASING BC SUBSILL WOOD EXTERIOR TRIPLE 6 9/16" (166 mm) 2" BRICKMOULD STANDARD SUBSILL WOOD EXTERIOR TRIPLE 6 9/16" (166 mm) 2" BRICKMOULD DOUBLE/SINGLE HUNG - DOUBLE HUNG TILTING WINDOW DETAIL WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) + 5 1/8" (130 mm) 2" BRICKMOULD FLUSH MOUNT CASING MULL DETAIL TRIPLEDOUBLE Head & Sill Detail Head & Sill Detail Plan View Plan View 3 3/8"[86]FRAME HEIGHTVISIBLE GLASS1 3/4"[45]1 1/2"[38]4 9/16" [116] 1 1/4" [32]2 7/8"[73]VISIBLE GLASS 1 15/16"[49]1 3/4"[45]5"[127]3 1/2"[89]2 1/16"[53]3 15/16"[100]1 7/16" [37] 6 9/16" [166]1 5/16"[34]5/8"[16]1 1/2"[38]1 3/4"[45]3 3/8"[86]1 3/4"[45]3 1/2"[89]5"[127]5/8"[16]2 1/16"[53]2 7/8"[73]1 1/16"[27]1 9/16" [40] 1 3/4" [45] 1 3/4" [45]1 15/16"[49]1 1/4" [32] 3" [76] 3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 1 3/4" [45] 1 3/4" [45]1 9/16"[40]1 1/2" [38] 1 1/2" [38]6 9/16"[166]1 7/16"[37]1 1/2" [38] 5/8" [16] 3 3/8" [86]1 1/16"[27]1 1/2"[39]1 1/16"[27]4 9/16"[116]5 1/8"[130]HEAD & SILL DETAIL HEAD & SILL DETAIL PLAN VIEW PLAN VIEW WOOD EXTERIOR WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) 3 1/2" FLAT CASING BC SUBSILL WOOD EXTERIOR TRIPLE 6 9/16" (166 mm) 2" BRICKMOULD STANDARD SUBSILL WOOD EXTERIOR TRIPLE 6 9/16" (166 mm) 2" BRICKMOULD DOUBLE/SINGLE HUNG - SINGLE HUNG TILTING WINDOW DETAIL WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) + 5 1/8" (130 mm) 2" BRICKMOULD FLUSH MOUNT CASING MULL DETAIL TRIPLEDOUBLE3 3/8"[86]FRAME HEIGHTVISIBLE GLASS1 3/4"[45]1 1/2"[38]4 9/16" [116] 1 1/4" [32]2 7/8"[73]VISIBLE GLASS 1 15/16"[49]1 3/4"[45]5"[127]3 1/2"[89]2 1/16"[53]3 15/16"[100]1 7/16" [37] 6 9/16" [166]1 5/16"[34]5/8"[16]1 1/2"[38]1 3/4"[45]3 3/8"[86]1 3/4"[45]3 1/2"[89]5"[127]5/8"[16]2 1/16"[53]2 7/8"[73]1 1/16"[27]1 9/16" [40] 1 3/4" [45] 1 3/4" [45]1 15/16"[49]1 1/4" [32] 3" [76] 3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 1 3/4" [45] 1 3/4" [45]1 9/16"[40]1 1/2" [38] 1 1/2" [38]6 9/16"[166]1 7/16"[37]1 1/2" [38] 5/8" [16] 3 3/8" [86]1 1/16"[27]1 1/2"[39]1 1/16"[27]4 9/16"[116]5 1/8"[130]HEAD & SILL DETAIL HEAD & SILL DETAIL PLAN VIEW PLAN VIEW WOOD EXTERIOR WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) 3 1/2" FLAT CASING BC SUBSILL WOOD EXTERIOR TRIPLE 6 9/16" (166 mm) 2" BRICKMOULD STANDARD SUBSILL WOOD EXTERIOR TRIPLE 6 9/16" (166 mm) 2" BRICKMOULD DOUBLE/SINGLE HUNG - SINGLE HUNG TILTING WINDOW DETAIL WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) + 5 1/8" (130 mm) 2" BRICKMOULD FLUSH MOUNT CASING MULL DETAIL TRIPLEDOUBLE3 3/8"[86]FRAME HEIGHTVISIBLE GLASS1 3/4"[45]1 1/2"[38]4 9/16" [116] 1 1/4" [32]2 7/8"[73]VISIBLE GLASS 1 15/16"[49]1 3/4"[45]5"[127]3 1/2"[89]2 1/16"[53]3 15/16"[100]1 7/16" [37] 6 9/16" [166]1 5/16"[34]5/8"[16]1 1/2"[38]1 3/4"[45]3 3/8"[86]1 3/4"[45]3 1/2"[89]5"[127]5/8"[16]2 1/16"[53]2 7/8"[73]1 1/16"[27]1 9/16" [40] 1 3/4" [45] 1 3/4" [45]1 15/16"[49]1 1/4" [32] 3" [76] 3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 1 3/4" [45] 1 3/4" [45]1 9/16"[40]1 1/2" [38] 1 1/2" [38]6 9/16"[166]1 7/16"[37]1 1/2" [38] 5/8" [16] 3 3/8" [86]1 1/16"[27]1 1/2"[39]1 1/16"[27]4 9/16"[116]5 1/8"[130]HEAD & SILL DETAIL HEAD & SILL DETAIL PLAN VIEW PLAN VIEW WOOD EXTERIOR WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) 3 1/2" FLAT CASING BC SUBSILL WOOD EXTERIOR TRIPLE 6 9/16" (166 mm) 2" BRICKMOULD STANDARD SUBSILL WOOD EXTERIOR TRIPLE 6 9/16" (166 mm) 2" BRICKMOULD DOUBLE/SINGLE HUNG - SINGLE HUNG TILTING WINDOW DETAIL WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) + 5 1/8" (130 mm) 2" BRICKMOULD FLUSH MOUNT CASING MULL DETAIL TRIPLEDOUBLE3 3/8"[86]FRAME HEIGHTVISIBLE GLASS1 3/4"[45]1 1/2"[38]4 9/16" [116] 1 1/4" [32]2 7/8"[73]VISIBLE GLASS 1 15/16"[49]1 3/4"[45]5"[127]3 1/2"[89]2 1/16"[53]3 15/16"[100]1 7/16" [37] 6 9/16" [166]1 5/16"[34]5/8"[16]1 1/2"[38]1 3/4"[45]3 3/8"[86]1 3/4"[45]3 1/2"[89]5"[127]5/8"[16]2 1/16"[53]2 7/8"[73]1 1/16"[27]1 9/16" [40] 1 3/4" [45] 1 3/4" [45]1 15/16"[49]1 1/4" [32] 3" [76] 3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 1 3/4" [45] 1 3/4" [45]1 9/16"[40]1 1/2" [38] 1 1/2" [38]6 9/16"[166]1 7/16"[37]1 1/2" [38] 5/8" [16] 3 3/8" [86]1 1/16"[27]1 1/2"[39]1 1/16"[27]4 9/16"[116]5 1/8"[130]HEAD & SILL DETAIL HEAD & SILL DETAIL PLAN VIEW PLAN VIEW WOOD EXTERIOR WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) 3 1/2" FLAT CASING BC SUBSILL WOOD EXTERIOR TRIPLE 6 9/16" (166 mm) 2" BRICKMOULD STANDARD SUBSILL WOOD EXTERIOR TRIPLE 6 9/16" (166 mm) 2" BRICKMOULD DOUBLE/SINGLE HUNG - SINGLE HUNG TILTING WINDOW DETAIL WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) + 5 1/8" (130 mm) 2" BRICKMOULD FLUSH MOUNT CASING MULL DETAIL TRIPLEDOUBLE Mull Detail 208 E12 | Technical Guide Double/Single Hung Windows3 3/8"[86]1 3/4"[45]1 1/2"[38]4 9/16" [116] 1 15/16" [50]VISIBLE GLASS1 15/16"[49]1 13/16"[46]VISIBILE GLASS2 1/16"[53]2 7/8"[73]FRAME HEIGHT3 1/2"[89]1 9/16" [40] 1 3/4" [45] 3 3/8" [86] 1 3/4" [45] 1 1/2" [38]6 9/16" [166]5/8" [16] 1 1/2" [38]1 9/16" [40]1 3/4" [45] 1 3/4" [45] 3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 1 1/4" [32] 3" [76]3" [76]1 13/16"[46]4 9/16"[116]HEAD & SILL DETAIL PLAN VIEW METAL CLAD METAL CLAD DOUBLE 4 9/16" (116 mm) WILLIAMSBURG CASING HERITAGE SILL NOSE METAL CLAD DOUBLE 6 9/16" (166 mm) ADAMS CASING BC SILL NOSE METAL CLAD DOUBLE 6 9/16" (166 mm) ADAMS CASING DOUBLE/SINGLE HUNG - LIBERTY [NON-TILTING] WINDOWDETAIL METAL CLAD DOUBLE 6 9/16" (166 mm)3 3/8"[86]1 3/4"[45]1 3/4" [44]VISIBLE GLASS1 15/16"[49]1 13/16"[46]VISIBILE GLASS4 15/16"[126]FRAME HEIGHT3 1/2"[89]1 9/16" [40]3" [76]1 1/4"[31]HEAD & SILL DETAIL PLAN VIEW MULL DETAIL 3" [76]1 9/16" [40]6 9/16" [166]1 1/2"[38]2 1/16"[53]2 7/8"[73]5/8"[16]5/8"[16]4 15/16"[126]Note:• Other jamb widths available. • All dimensions to have +/- 1/16” (2mm) tolerance. Double/Single Hung – Liberty (Non-Tilting) Window Detail 3 3/8"[86]1 3/4"[45]1 1/2"[38]4 9/16" [116] 1 15/16" [50]VISIBLE GLASS1 15/16"[49]1 13/16"[46]VISIBILE GLASS2 1/16"[53]2 7/8"[73]FRAME HEIGHT3 1/2"[89]1 9/16" [40] 1 3/4" [45] 3 3/8" [86] 1 3/4" [45] 1 1/2" [38]6 9/16" [166]5/8" [16] 1 1/2" [38]1 9/16" [40]1 3/4" [45] 1 3/4" [45] 3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 1 1/4" [32] 3" [76]3" [76]1 13/16"[46]4 9/16"[116]HEAD & SILL DETAIL PLAN VIEW METAL CLAD METAL CLAD DOUBLE 4 9/16" (116 mm) WILLIAMSBURG CASING HERITAGE SILL NOSE METAL CLAD DOUBLE 6 9/16" (166 mm) ADAMS CASING BC SILL NOSE METAL CLAD DOUBLE 6 9/16" (166 mm) ADAMS CASING DOUBLE/SINGLE HUNG - LIBERTY [NON-TILTING] WINDOW DETAIL METAL CLAD DOUBLE 6 9/16" (166 mm)3 3/8"[86]1 3/4"[45]1 3/4" [44]VISIBLE GLASS1 15/16"[49]1 13/16"[46]VISIBILE GLASS4 15/16"[126]FRAME HEIGHT3 1/2"[89]1 9/16" [40]3" [76]1 1/4"[31]HEAD & SILL DETAIL PLAN VIEW MULL DETAIL 3" [76]1 9/16" [40]6 9/16" [166]1 1/2"[38]2 1/16"[53]2 7/8"[73]5/8"[16]5/8"[16]4 15/16"[126]Head & Sill Detail Head & Sill Detail Plan View Mull Detail Plan View 3 3/8"[86]1 3/4"[45]1 1/2"[38]4 9/16" [116] 1 15/16" [50]VISIBLE GLASS1 15/16"[49]1 13/16"[46]VISIBILE GLASS2 1/16"[53]2 7/8"[73]FRAME HEIGHT3 1/2"[89]1 9/16" [40] 1 3/4" [45] 3 3/8" [86] 1 3/4" [45] 1 1/2" [38]6 9/16" [166]5/8" [16] 1 1/2" [38]1 9/16" [40]1 3/4" [45] 1 3/4" [45] 3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 1 1/4" [32] 3" [76]3" [76]1 13/16"[46]4 9/16"[116]HEAD & SILL DETAIL PLAN VIEW METAL CLAD METAL CLAD DOUBLE 4 9/16" (116 mm) WILLIAMSBURG CASING HERITAGE SILL NOSE METAL CLAD DOUBLE 6 9/16" (166 mm) ADAMS CASING BC SILL NOSE METAL CLAD DOUBLE 6 9/16" (166 mm) ADAMS CASING DOUBLE/SINGLE HUNG - LIBERTY [NON-TILTING] WINDOW DETAIL METAL CLAD DOUBLE 6 9/16" (166 mm)3 3/8"[86]1 3/4"[45]1 3/4" [44]VISIBLE GLASS1 15/16"[49]1 13/16"[46]VISIBILE GLASS4 15/16"[126]FRAME HEIGHT3 1/2"[89]1 9/16" [40]3" [76]1 1/4"[31]HEAD & SILL DETAIL PLAN VIEW MULL DETAIL 3" [76]1 9/16" [40]6 9/16" [166]1 1/2"[38]2 1/16"[53]2 7/8"[73]5/8"[16]5/8"[16]4 15/16"[126]3 3/8"[86]1 3/4"[45]1 1/2"[38]4 9/16" [116] 1 15/16" [50]VISIBLE GLASS1 15/16"[49]1 13/16"[46]VISIBILE GLASS2 1/16"[53]2 7/8"[73]FRAME HEIGHT3 1/2"[89]1 9/16" [40] 1 3/4" [45] 3 3/8" [86] 1 3/4" [45] 1 1/2" [38]6 9/16" [166]5/8" [16] 1 1/2" [38]1 9/16" [40]1 3/4" [45] 1 3/4" [45] 3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 1 1/4" [32] 3" [76]3" [76]1 13/16"[46]4 9/16"[116]HEAD & SILL DETAIL PLAN VIEW METAL CLAD METAL CLAD DOUBLE 4 9/16" (116 mm) WILLIAMSBURG CASING HERITAGE SILL NOSE METAL CLAD DOUBLE 6 9/16" (166 mm) ADAMS CASING BC SILL NOSE METAL CLAD DOUBLE 6 9/16" (166 mm) ADAMS CASING DOUBLE/SINGLE HUNG - LIBERTY [NON-TILTING] WINDOW DETAIL METAL CLAD DOUBLE 6 9/16" (166 mm)3 3/8"[86]1 3/4"[45]1 3/4" [44]VISIBLE GLASS1 15/16"[49]1 13/16"[46]VISIBILE GLASS4 15/16"[126]FRAME HEIGHT3 1/2"[89]1 9/16" [40]3" [76]1 1/4"[31]HEAD & SILL DETAIL PLAN VIEW MULL DETAIL 3" [76]1 9/16" [40]6 9/16" [166]1 1/2"[38]2 1/16"[53]2 7/8"[73]5/8"[16]5/8"[16]4 15/16"[126]3 3/8"[86]1 3/4"[45]1 1/2"[38]4 9/16" [116] 1 15/16" [50]VISIBLE GLASS1 15/16"[49]1 13/16"[46]VISIBILE GLASS2 1/16"[53]2 7/8"[73]FRAME HEIGHT3 1/2"[89]1 9/16" [40] 1 3/4" [45] 3 3/8" [86] 1 3/4" [45] 1 1/2" [38]6 9/16" [166]5/8" [16] 1 1/2" [38]1 9/16" [40]1 3/4" [45] 1 3/4" [45] 3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 1 1/4" [32] 3" [76]3" [76]1 13/16"[46]4 9/16"[116]HEAD & SILL DETAIL PLAN VIEW METAL CLAD METAL CLAD DOUBLE 4 9/16" (116 mm) WILLIAMSBURG CASING HERITAGE SILL NOSE METAL CLAD DOUBLE 6 9/16" (166 mm) ADAMS CASING BC SILL NOSE METAL CLAD DOUBLE 6 9/16" (166 mm) ADAMS CASING DOUBLE/SINGLE HUNG - LIBERTY [NON-TILTING] WINDOW DETAIL METAL CLAD DOUBLE 6 9/16" (166 mm)3 3/8"[86]1 3/4"[45]1 3/4" [44]VISIBLE GLASS1 15/16"[49]1 13/16"[46]VISIBILE GLASS4 15/16"[126]FRAME HEIGHT3 1/2"[89]1 9/16" [40]3" [76]1 1/4"[31]HEAD & SILL DETAIL PLAN VIEW MULL DETAIL 3" [76]1 9/16" [40]6 9/16" [166]1 1/2"[38]2 1/16"[53]2 7/8"[73]5/8"[16]5/8"[16]4 15/16"[126]209 Technical Guide | E13Double/Single Hung Windows3 3/8"[86]FRAME HEIGHTVISIBLE GLASS1 3/4"[45]1 1/2"[38]4 9/16" [116] 1 13/16" [45]2 1/2"[64]VISIBILE GLASS 1 15/16"[49]1 3/4"[45]5"[127]3 1/2"[89]2 1/16"[53]3 15/16"[100]1 9/16" [40] 6 9/16" [166]2 1/2"[64]5/8"[16]1 1/2"[38]1 3/4"[45]3 3/8"[86]1 3/4"[45]3 1/2"[89]5"[127]5/8"[16]2 1/16"[53]2 7/8"[73]1 1/16"[27]1 9/16" [40] 1 3/4" [45] 1 3/4" [45] 1 1/4" [32] 3" [76] 3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 1 3/4" [45] 1 3/4" [45]1 9/16"[40]1 1/2" [38] 1 1/2" [38]6 9/16"[166]1 9/16"[40]1 1/2" [38] 5/8" [16] 3 3/8" [86]1 1/16"[27]2 1/8"[54]4 9/16"[116]5 1/8"[130]HEAD & SILL DETAIL HEAD & SILL DETAIL PLAN VIEW PLAN VIEW WOOD EXTERIOR WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) ADAMS CASING HERITAGE SUBSILL WOOD EXTERIOR DOUBLE 6 9/16" (166 mm) WILLIAMBURG CASING BC SUBSILL WOOD EXTERIOR DOUBLE 6 9/16" (166 mm) + 7 116" (180 mm) WILLIAMSBURG CASING DOUBLE/SINGLE HUNG - LIBERTY [NON-TILTING] WINDOW DETAIL WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) + 5 1/8" (130 mm) 2" BRICKMOULD FLUSH MOUNT CASING MULL DETAIL1 1/2"[39]1 9/16"[40]7 1/16"[180]FLUSH MOUNT CASING 3 3/8"[86]FRAME HEIGHTVISIBLE GLASS1 3/4"[45]1 1/2"[38]4 9/16" [116] 1 13/16" [45]2 1/2"[64]VISIBILE GLASS 1 15/16"[49]1 3/4"[45]5"[127]3 1/2"[89]2 1/16"[53]3 15/16"[100]1 9/16" [40] 6 9/16" [166]2 1/2"[64]5/8"[16]1 1/2"[38]1 3/4"[45]3 3/8"[86]1 3/4"[45]3 1/2"[89]5"[127]5/8"[16]2 1/16"[53]2 7/8"[73]1 1/16"[27]1 9/16" [40] 1 3/4" [45] 1 3/4" [45] 1 1/4" [32] 3" [76] 3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 1 3/4" [45] 1 3/4" [45]1 9/16"[40]1 1/2" [38] 1 1/2" [38]6 9/16"[166]1 9/16"[40]1 1/2" [38] 5/8" [16] 3 3/8" [86]1 1/16"[27]2 1/8"[54]4 9/16"[116]5 1/8"[130]HEAD & SILL DETAIL HEAD & SILL DETAIL PLAN VIEW PLAN VIEW WOOD EXTERIOR WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) ADAMS CASING HERITAGE SUBSILL WOOD EXTERIOR DOUBLE 6 9/16" (166 mm) WILLIAMBURG CASING BC SUBSILL WOOD EXTERIOR DOUBLE 6 9/16" (166 mm) + 7 116" (180 mm) WILLIAMSBURG CASING DOUBLE/SINGLE HUNG - LIBERTY [NON-TILTING] WINDOW DETAIL WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) + 5 1/8" (130 mm) 2" BRICKMOULD FLUSH MOUNT CASING MULL DETAIL1 1/2"[39]1 9/16"[40]7 1/16"[180]FLUSH MOUNT CASING Note:• Other jamb widths available. • All dimensions to have +/- 1/16” (2mm) tolerance. Double/Single Hung – Liberty (Non-Tilting) Window Detail 3 3/8"[86]FRAME HEIGHTVISIBLE GLASS1 3/4"[45]1 1/2"[38]4 9/16" [116] 1 13/16" [45]2 1/2"[64]VISIBILE GLASS1 15/16"[49]1 3/4"[45]5"[127]3 1/2"[89]2 1/16"[53]3 15/16"[100]1 9/16" [40] 6 9/16" [166]2 1/2"[64]5/8"[16]1 1/2"[38]1 3/4"[45]3 3/8"[86]1 3/4"[45]3 1/2"[89]5"[127]5/8"[16]2 1/16"[53]2 7/8"[73]1 1/16"[27]1 9/16" [40] 1 3/4" [45] 1 3/4" [45] 1 1/4" [32] 3" [76] 3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 1 3/4" [45] 1 3/4" [45]1 9/16"[40]1 1/2" [38] 1 1/2" [38]6 9/16"[166]1 9/16"[40]1 1/2" [38] 5/8" [16] 3 3/8" [86]1 1/16"[27]2 1/8"[54]4 9/16"[116]5 1/8"[130]HEAD & SILL DETAIL HEAD & SILL DETAIL PLAN VIEW PLAN VIEW WOOD EXTERIOR WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) ADAMS CASING HERITAGE SUBSILL WOOD EXTERIOR DOUBLE 6 9/16" (166 mm) WILLIAMBURG CASING BC SUBSILL WOOD EXTERIOR DOUBLE 6 9/16" (166 mm) + 7 116" (180 mm) WILLIAMSBURG CASING DOUBLE/SINGLE HUNG - LIBERTY [NON-TILTING] WINDOW DETAIL WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) + 5 1/8" (130 mm) 2" BRICKMOULD FLUSH MOUNT CASING MULL DETAIL1 1/2"[39]1 9/16"[40]7 1/16"[180]FLUSH MOUNT CASING Head & Sill Detail Head & Sill Detail Plan View Mull Detail Plan View 3 3/8"[86]FRAME HEIGHTVISIBLE GLASS1 3/4"[45]1 1/2"[38]4 9/16" [116] 1 13/16" [45]2 1/2"[64]VISIBILE GLASS 1 15/16"[49]1 3/4"[45]5"[127]3 1/2"[89]2 1/16"[53]3 15/16"[100]1 9/16" [40] 6 9/16" [166]2 1/2"[64]5/8"[16]1 1/2"[38]1 3/4"[45]3 3/8"[86]1 3/4"[45]3 1/2"[89]5"[127]5/8"[16]2 1/16"[53]2 7/8"[73]1 1/16"[27]1 9/16" [40] 1 3/4" [45] 1 3/4" [45] 1 1/4" [32] 3" [76] 3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 1 3/4" [45] 1 3/4" [45]1 9/16"[40]1 1/2" [38] 1 1/2" [38]6 9/16"[166]1 9/16"[40]1 1/2" [38] 5/8" [16] 3 3/8" [86]1 1/16"[27]2 1/8"[54]4 9/16"[116]5 1/8"[130]HEAD & SILL DETAIL HEAD & SILL DETAIL PLAN VIEW PLAN VIEW WOOD EXTERIOR WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) ADAMS CASING HERITAGE SUBSILL WOOD EXTERIOR DOUBLE 6 9/16" (166 mm) WILLIAMBURG CASING BC SUBSILL WOOD EXTERIOR DOUBLE 6 9/16" (166 mm) + 7 116" (180 mm) WILLIAMSBURG CASING DOUBLE/SINGLE HUNG - LIBERTY [NON-TILTING] WINDOW DETAIL WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) + 5 1/8" (130 mm) 2" BRICKMOULD FLUSH MOUNT CASING MULL DETAIL1 1/2"[39]1 9/16"[40]7 1/16"[180]FLUSH MOUNT CASING 3 3/8"[86]FRAME HEIGHTVISIBLE GLASS1 3/4"[45]1 1/2"[38]4 9/16" [116] 1 13/16" [45]2 1/2"[64]VISIBILE GLASS 1 15/16"[49]1 3/4"[45]5"[127]3 1/2"[89]2 1/16"[53]3 15/16"[100]1 9/16" [40] 6 9/16" [166]2 1/2"[64]5/8"[16]1 1/2"[38]1 3/4"[45]3 3/8"[86]1 3/4"[45]3 1/2"[89]5"[127]5/8"[16]2 1/16"[53]2 7/8"[73]1 1/16"[27]1 9/16" [40] 1 3/4" [45] 1 3/4" [45] 1 1/4" [32] 3" [76] 3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 1 3/4" [45] 1 3/4" [45]1 9/16"[40]1 1/2" [38] 1 1/2" [38]6 9/16"[166]1 9/16"[40]1 1/2" [38] 5/8" [16] 3 3/8" [86]1 1/16"[27]2 1/8"[54]4 9/16"[116]5 1/8"[130]HEAD & SILL DETAIL HEAD & SILL DETAIL PLAN VIEW PLAN VIEW WOOD EXTERIOR WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) ADAMS CASING HERITAGE SUBSILL WOOD EXTERIOR DOUBLE 6 9/16" (166 mm) WILLIAMBURG CASING BC SUBSILL WOOD EXTERIOR DOUBLE 6 9/16" (166 mm) + 7 116" (180 mm) WILLIAMSBURG CASING DOUBLE/SINGLE HUNG - LIBERTY [NON-TILTING] WINDOW DETAIL WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) + 5 1/8" (130 mm) 2" BRICKMOULD FLUSH MOUNT CASING MULL DETAIL1 1/2"[39]1 9/16"[40]7 1/16"[180]FLUSH MOUNT CASING 210 E14 | Technical Guide Double/Single Hung Windows HEAD & SILL DETAIL HEAD & SILL DETAIL DOUBLE/SINGLE HUNG - FIXED WINDOW DETAIL 6 9/16" [166] 1 15/16" [50]1 1/2"[38]1 9/16" [40]2 1/2"[64]2 7/8"[73]2 1/16"[53]3 3/8" [86]1 3/4"[45]4 13/16"[123]3 1/2"[89]4 9/16" [116] 1 7/16" [37]1 5/16"[34]1 1/2"[38]3 3/8" [86]1 3/4"[45]4 13/16"[123]1 1/16"[27]3 1/2"[89]2 7/8"[73]2 1/16"[53]5/8"[16]4 9/16" [116] 2" [50]3 3/8"[86]VISIBLEGLASS3 1/2"[89]4 7/8"[123]FRAME HEIGHT1 1/4" [31]2 7/8"[73]2 1/16"[53]1 1/2"[38]1 3/8"[35]3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 3" [76] 3 3/8" [86] 3 3/8" [86] 1 1/4" [32] 1 1/4" [32] 6 3/4" [172]1 3/4"[45]1 1/16"[27]1 1/2"[39]1 1/16"[27]METAL CLAD GRAND SASH TRIPLE 6 9/16" (166 mm) WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) 2" BRICKMOULD STANDARD SUB SILL WOOD EXTERIOR DOUBLE 6 9/16" (166 mm) WILLIAMSBURG BC SUB SILL MULL DETAIL WOOD EXTERIOR METAL CLAD GRAND SASH GRAND SASH METAL CLAD DOUBLE 4 9/16" (116 mm) NOSE & COVE BC SILL NOSE4 13/16"[123]3 1/2"[89]9/16"[15]6 9/16" [166] 1 15/16" [50]5/8"[16]1 1/2"[38]2 7/8"[73]2 1/16"[53]1 3/16" [30]1 1/4"[32]1 3/4" [45]3 3/8"[86]Note:• Other jamb widths available. • All dimensions to have +/- 1/16” (2mm) tolerance. Double/Single Hung – Fixed Window Detail Head & Sill Detail Head & Sill Detail Plan View HEAD & SILL DETAIL HEAD & SILL DETAIL DOUBLE/SINGLE HUNG - FIXED WINDOW DETAIL 6 9/16" [166] 1 15/16" [50]1 1/2"[38]1 9/16" [40]2 1/2"[64]2 7/8"[73]2 1/16"[53]3 3/8" [86]1 3/4"[45]4 13/16"[123]3 1/2"[89]4 9/16" [116] 1 7/16" [37]1 5/16"[34]1 1/2"[38]3 3/8" [86]1 3/4"[45]4 13/16"[123]1 1/16"[27]3 1/2"[89]2 7/8"[73]2 1/16"[53]5/8"[16]4 9/16" [116] 2" [50]3 3/8"[86]VISIBLEGLASS3 1/2"[89]4 7/8"[123]FRAME HEIGHT1 1/4" [31]2 7/8"[73]2 1/16"[53]1 1/2"[38]1 3/8"[35]3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 3" [76] 3 3/8" [86] 3 3/8" [86] 1 1/4" [32] 1 1/4" [32] 6 3/4" [172]1 3/4"[45]1 1/16"[27]1 1/2"[39]1 1/16"[27]METAL CLAD GRAND SASH TRIPLE 6 9/16" (166 mm) WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) 2" BRICKMOULD STANDARD SUB SILL WOOD EXTERIOR DOUBLE 6 9/16" (166 mm) WILLIAMSBURG BC SUB SILL MULL DETAIL WOOD EXTERIOR METAL CLAD GRAND SASH GRAND SASH METAL CLAD DOUBLE 4 9/16" (116 mm) NOSE & COVE BC SILL NOSE4 13/16"[123]3 1/2"[89]9/16"[15]6 9/16" [166] 1 15/16" [50]5/8"[16]1 1/2"[38]2 7/8"[73]2 1/16"[53]1 3/16" [30]1 1/4"[32]1 3/4" [45]3 3/8"[86]HEAD & SILL DETAIL HEAD & SILL DETAIL DOUBLE/SINGLE HUNG - FIXED WINDOW DETAIL 6 9/16" [166] 1 15/16" [50]1 1/2"[38]1 9/16" [40]2 1/2"[64]2 7/8"[73]2 1/16"[53]3 3/8" [86]1 3/4"[45]4 13/16"[123]3 1/2"[89]4 9/16" [116] 1 7/16" [37]1 5/16"[34]1 1/2"[38]3 3/8" [86]1 3/4"[45]4 13/16"[123]1 1/16"[27]3 1/2"[89]2 7/8"[73]2 1/16"[53]5/8"[16]4 9/16" [116] 2" [50]3 3/8"[86]VISIBLEGLASS3 1/2"[89]4 7/8"[123]FRAME HEIGHT1 1/4" [31]2 7/8"[73]2 1/16"[53]1 1/2"[38]1 3/8"[35]3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 3" [76] 3 3/8" [86] 3 3/8" [86] 1 1/4" [32] 1 1/4" [32] 6 3/4" [172]1 3/4"[45]1 1/16"[27]1 1/2"[39]1 1/16"[27]METAL CLAD GRAND SASH TRIPLE 6 9/16" (166 mm) WOOD EXTERIOR DOUBLE 4 9/16" (116 mm) 2" BRICKMOULD STANDARD SUB SILL WOOD EXTERIOR DOUBLE 6 9/16" (166 mm) WILLIAMSBURG BC SUB SILL MULL DETAIL WOOD EXTERIOR METAL CLAD GRAND SASH GRAND SASH METAL CLAD DOUBLE 4 9/16" (116 mm) NOSE & COVE BC SILL NOSE4 13/16"[123]3 1/2"[89]9/16"[15]6 9/16" [166] 1 15/16" [50]5/8"[16]1 1/2"[38]2 7/8"[73]2 1/16"[53]1 3/16" [30]1 1/4"[32]1 3/4" [45]3 3/8"[86]211 Technical Guide | E15Double/Single Hung Windows METAL CLAD 4 9/16" (116 mm) DOUBLE DOUBLE TRIPLE GRAND SASH GRAND SASH METAL CLAD WOOD EXTERIOR METAL CLAD GRAND SASH 6 9/16" (166 mm) WOOD EXTERIOR 4 9/16" (116 mm) 2" BRICKMOULD WOOD EXTERIOR GRAND SASH 6 9/16" (166 mm) ADAMS CASING 4 9/16" [116]1 1/2"[39]1 1/2"[39]1 1/4"[32]1 1/8" [29]3 3/8"[86]VISIBLEGLASS3 3/8"[86]1 3/4"[44]1 3/4"[44]FRAME HEIGHT3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 1 1/4" [32] 3" [76] 3 3/8" [86] 3 3/8" [86] 6 3/4" [172] 1 1/4" [32] 3" [76] 6 9/16" [166]1 1/4"[32]1 1/8" [29]1 1/2"[39]3 3/8" [86]1 3/4"[44]3 3/8"[86]1 3/4"[44]3" [76]VISIBLE GLASSFRAME HEIGHT1 15/16" [50] 4 9/16" [116]1 5/16" [34]1 1/2"[39]3 3/8"[86]1 3/4"[44]1 3/4"[44]3 3/8"[86]3"[76]VISIBLE GLASSFRAME HEIGHT1 7/16" [37]2 1/2" [64]3 3/8"[86]1 3/4"[44]1 3/4"[44]3 3/8"[86]3"[76]VISIBLE GLASSFRAME HEIGHT1 13/16" [45] 6 9/16" [166] 1 15/16" [50]1 1/4"[32]5/8"[16]1 1/2"[39]TRIPLE Note:• Other jamb widths available. • All dimensions to have +/- 1/16” (2mm) tolerance. Double/Single Hung – Transom Window Detail Head & Sill Detail Head & Sill Detail Plan View 212 loewen.com 213 Technical Guide | L1LiftSlide DoorsLLiftSlide Doors Technical Guide L 214 L2 | Technical Guide LiftSlide Doors Product Features Styles Jamb or pocketing, single or multi-panel systems in stacking, bi-parting or corner configurations. Standard Features • 6063 T5 aircraft grade aluminum extrusions • Thermally broken aluminum panels • Corrosion resistant track with standard transverse drains • Thermally efficient fiberglass raised threshold with integrated drainage • Flexible gasket material • 3 1/2" (89 mm) wide x 3 3/16" (82 mm) high stiles (4" (102 mm) wide with Back Cap) • Robust hardware handles a maximum weight of 850 lbs per panel • Recommended maximum panel size with standard glass is 88" (2235 mm) wide or 88" (2235 mm) tall and 70 square feet of glass • Corrosion resistant stainless steel wheel assemblies with deformation resistant wheels and precision bearings • Optional all-wood panels Hardware The solid brass Marcos handle is available in both removable and fixed configurations in two finishes: Oil rubbed Bronze and Satin Nickel. Optional solid bronze Flush Handle is available in: White Bronze Brushed, Bronze Dark Lustre and Silicone Bronze Dark. See the Hardware in section A for more information. Glazing LowE Double, LowE Triple and StormForce™. Simulated Divided Lites (SDL) Ogee Profile — 3/4" (19 mm), 1 1/8" (30 mm), 2" (51 mm). Putty Profile — 5/8" (16 mm), 7/8" (22 mm), 1 1/8" (30 mm), 2" (51 mm). Square Profile (interior only) — 3/4" (19 mm), 7/8" (22 mm), 1 1/8" (30 mm), 2" (51 mm). Metal Clad Color Spectrum All Palette colors, including anodized finishes. Available in Cyprium Collection. LEGEND: Standard Optional LiftSlide VARIABLES Function: Use for Egress Available with Screen Durability: Low Maintenance Metal Clad Exterior Clear Douglas Fir Exterior Finish Clear Mahogany Exterior Finish Primed Exterior Finish Cyprium Collection Performance: LowE Double LowE Triple StormForce™ Appearance: SDL Vertical Grain Fir Panel LiftSlide HARDWARE STYLES Marcos Handle Flush Handle FINISH OPTIONS: REFER TO SECTION A. 215 Technical Guide | L3LiftSlide Doors Standards Units have been tested by an independent laboratory for thermal performance, air infiltration, water infiltration and structural performance. Frame Thermally efficient fiberglass frame and sill with Coastal Douglas Fir interior. Alternate Species The entire Loewen product line is also available in optional Mahogany. Preservative Treated All wood parts are dipped in approved preservative. Door Panels Opening panels are equipped with 3G corrosion resistant stainless steel wheel assemblies with flat resistant wheels and precision bearings. Aircraft grade aluminum extrusions with VG Douglas Fir Interior (Mahogany option available). Optional all wood construction available. Stiles are 3 1/2” (89 mm) wide x 3 3/16” (82 mm) high for extra strength and durability. Glazing With countless glazing configurations and LowE coating options, we ensure that you can choose the perfect blend of protection and comfort. Insulating Glass Double or triple insulating tempered glass configurations, with 1/2” (13 mm) airspace. LowE Systems LowE best describes the benefits of the product that incorporates glazing coatings and Argon gas. LowE systems help reduce heating and cooling costs, providing superior energy efficiency. Simulated Divided Lites (SDL) Standard SDL complete with airspace grilles. Grille bars are permanently applied to the interior and exterior. Metal Cladding Heavy duty exterior metal cladding comprised of extruded aluminum is available in a variety of Palette colors, including anodized and Cyprium™ (copper and bronze cladding). Interior of window can be natural wood (unfinished) or primed. Metal clad units are supplied ready-to-install complete with integral metal nailing flange. Sills Sills available in several corrosion resistant options. Flush tracks available in 1 1/2” (39 mm) versions with transverse drains with 18” (457 mm) drainage tubes. Fiberglass raised sills available for regions with more inclement weather conditions and colder climates. Hardware Durable, corrosion resistant hardware designed to withstand the elements providing nearly effortless operation. The solid brass Marcos handle is available in both removable and fixed configurations in two finishes: Oil Rubbed Bronze and Satin Nickel. Complementary edge pulls assist in sliding the door from a pocket. The stainless steel wheel mechanisms feature deformation resistant wheels and precision bearings to ensure smooth performance. Weatherstrip Flexible weatherstrip ensures maximum protection against air and water infiltration. Screen Multi-function retractable screen available. Specifications Visit the Loewen Photo Gallery online at www.loewen.com for a large collection of Loewen product and elevation photography. Numerous custom window configuration opportunities exist — please contact your Authorized Loewen Dealer. Specifications and technical information are subject to change without notice. Imperial and metric measurements are converted accurately. However, in some cases, industry standards cause a 1 mm variance. (Example: 3/4" is shown as 19 mm for all glass measurements.) Cad Download: www.loewen.com/architect | Installation Instructions: www.loewen.com 216 L4 | Technical Guide LiftSlide Doors Note:• Drawings shown are typical details. • Additional sizes and configurations available. • Screen options may be available depending on size and configuration. • Raised threshold available with a maximum of 6 panels per sill (12 in a bi-parting configuration; 2 per track). • Consult your Authorized Dealer for details. • All dimensions to have +/- 1/16” (2 mm) tolerance. • O = Fixed • X = Operating • P = Pocketing • The preparation of the rough opening for large openings such as those required by, but not limited to, LiftSlide and Bifold doors have unique requirements. Structural headers that allow for deflection no greater than 1/8” along the unsupported length once the header is fully loaded are required. Special care needs to be taken when installing any unit including transoms above such large opening units. • Loewen is not responsible for site measurements or the determination of structural and architectural requirements for the installation of large opening products such as but not limited to, Liftslide and Bifold doors. Site specifications are the responsibility of building professionals or engineers to determine. Liftslide Door Detail Head & Sill Detail Glazing Stop Options Plan View PLAN VIEW HEAD & SILL DETAIL 11 1/4"[286]1/2" [13] 1 5/16" [34] System Width Rough Opening3 3/16"[81][34] 1 5/16" 1/2" [13] 3 1/2"Shim Space[89]Shim SpaceSTRAIGHT HEAD 3 1/2" [89] [127] 5"VISIBLE GLASS 4" [102] VISIBLE GLASS 4" [102] VISIBLE GLASS 5" [127] M4 LIFTSLIDE DOOR DETAILS GLAZING STOP OPTIONS SQUARE PUTTY OGEE3 1/2"[89]2 3/16" [56]5 7/16" [139]11 1/4" [286]1 5/16" [34]5/8"[16]1/2"[13]Shim Space System HeightRough Opening3/16" [5] 3 3/16" [81]3 1/2"[89]VISIBLE GLASSFINISHED FLOOR TO TOP OF HEADEROXX FLUSH TRACK MAX EXTERIOR FINISH FLOOR 1 1/2"[38]12 3/16" [309] RECOMMENDED FINISH FLOOR 1 1/2" [38]DEPRESSION DEPTH 2 1/2"[64]1/2" [13]DRILL 1" DIAMETER HOLES IN CONCRETE APPROX. 34" DEEP AND EPOXY IN ADJUSTMENT BOLTS 1 1/2" [38]7/8"[22]PLAN VIEW HEAD & SILL DETAIL 11 1/4"[286]1/2" [13] 1 5/16" [34] System Width Rough Opening3 3/16"[81][34] 1 5/16" 1/2" [13] 3 1/2"Shim Space[89]Shim SpaceSTRAIGHT HEAD 3 1/2" [89] [127] 5"VISIBLE GLASS 4" [102] VISIBLE GLASS 4" [102] VISIBLE GLASS 5" [127] M4 LIFTSLIDE DOOR DETAILS GLAZING STOP OPTIONS SQUARE PUTTY OGEE3 1/2"[89]2 3/16" [56]5 7/16" [139]11 1/4" [286]1 5/16" [34]5/8"[16]1/2"[13]Shim Space System HeightRough Opening3/16" [5] 3 3/16" [81]3 1/2"[89]VISIBLE GLASSFINISHED FLOOR TO TOP OF HEADEROXX FLUSH TRACK MAX EXTERIOR FINISH FLOOR 1 1/2"[38]12 3/16" [309] RECOMMENDED FINISH FLOOR 1 1/2" [38]DEPRESSION DEPTH 2 1/2"[64]1/2" [13]DRILL 1" DIAMETER HOLES IN CONCRETE APPROX. 34" DEEP AND EPOXY IN ADJUSTMENT BOLTS 1 1/2" [38]7/8"[22]PLAN VIEW HEAD & SILL DETAIL 11 1/4"[286]1/2" [13] 1 5/16" [34] System Width Rough Opening3 3/16"[81][34] 1 5/16" 1/2" [13] 3 1/2"Shim Space[89]Shim SpaceSTRAIGHT HEAD 3 1/2" [89] [127] 5"VISIBLE GLASS 4" [102] VISIBLE GLASS 4" [102] VISIBLE GLASS 5" [127] M4 LIFTSLIDE DOOR DETAILS GLAZING STOP OPTIONS SQUARE PUTTY OGEE3 1/2"[89]2 3/16" [56]5 7/16" [139]11 1/4" [286]1 5/16" [34]5/8"[16]1/2"[13]Shim Space System HeightRough Opening3/16" [5] 3 3/16" [81]3 1/2"[89]VISIBLE GLASSFINISHED FLOOR TO TOP OF HEADEROXX FLUSH TRACK MAX EXTERIOR FINISH FLOOR 1 1/2"[38]12 3/16" [309] RECOMMENDED FINISH FLOOR 1 1/2" [38]DEPRESSION DEPTH 2 1/2"[64]1/2" [13]DRILL 1" DIAMETER HOLES IN CONCRETE APPROX. 34" DEEP AND EPOXY IN ADJUSTMENT BOLTS 1 1/2" [38]7/8"[22]217 Technical Guide | L5LiftSlide Doors Note:• Drawings shown are typical details. • Additional sizes and configurations available. • Screen options may be available depending on size and configuration. • Raised threshold available with a maximum of 6 panels per sill (12 in a bi-parting configuration; 2 per track). • Consult your Authorized Dealer for details. • All dimensions to have +/- 1/16” (2 mm) tolerance. • O = Fixed • X = Operating • P = Pocketing • The preparation of the rough opening for large openings such as those required by, but not limited to, LiftSlide and Bifold doors have unique requirements. Structural headers that allow for deflection no greater than 1/8” along the unsupported length once the header is fully loaded are required. Special care needs to be taken when installing any unit including transoms above such large opening units. • Loewen is not responsible for site measurements or the determination of structural and architectural requirements for the installation of large opening products such as but not limited to, Liftslide and Bifold doors. Site specifications are the responsibility of building professionals or engineers to determine. Liftslide Door Detail Glazing Stop Options Head & Sill Detail Plan View LIFTSLIDE DOOR DETAILS PLAN VIEW HEAD & SILL DETAILS PXX FLUSH TRACK PXX RAISED THRESHOLD PXX STRAIGHT HEAD EXTERIOR INTERIOR RECOMMENDED FINISH FLOOR DRILL 1" DIAMETER HOLES IN CONCRETE APPROX. 34" DEEP AND EPOXY IN ADJUSTMENT BOLTS BOTTOM OF HEADER FINISH FLOOR MAX EXTERIOR 2% SLOPE VISTA VIEW SCREEN VISTA VIEW SCREEN FINISHED FLOOR EXTERIOR FLOOR Shim Space Shim Space INTERIOR EXTERIOR BOTTOM OF HEADER TRIM BY OTHERS 1 1/2" x 1 5/16" TRIM BY OTHERS 3 5/8" x 1 1/2"1 1/4" [32mm]DEPRESSION DEPTH 1 3/4" [45mm]2 3/16" [56]VISIBLE GLASS[81] 3 3/16"5 7/16" [139][89]3 1/2"7/8" [23]1 1/2" [38]BOTTOM OF PANEL TO BOTTOM OF HEADER[31] 1 1/4" Pocket 9 5/8" [245]ROUGH OPENINGSYSTEM HEIGHT[13]1/2"[229] 9"[16]5/8"Head 9 11/16" [246][355]14"JAMB WIDTH 7 7/16" [188]SHIM SPACE 1/2" [13] SCREEN SYSTEM WIDTHSHIM SPACE 1/2" [13] [89] 3 1/2"[81]3 3/16"[127] 5"VISIBLE GLASS [102] 4"VISIBLE GLASS [89] 3 1/2" 1 5/16" [34]2 3/8" [61]ROUGH OPENING NET FRAMEPOCKET WIDTH 9 1/8" [232]1/2" [13] 1/2" [13] 1 5/8" [42][105]4 1/8"SHIM SPACE 1/2" [13mm]HEAD WIDTH 9 11/16" [246mm] POCKET WIDTH 9 1/8" [232mm]5 5/16" [135mm]3 1/2" [89mm]7/8" [22mm]SHIM SPACE 1/2" [13mm]ROUGH OPENINGSYSTEM HEIGHT1 1/2" [38mm]DEPRESSION DEPTH 2 1/2" [64mm]1/2" [13mm]8 3/8" [212mm]1 1/2" [38mm]1 1/2" [38mm]BOTTOM OF PANEL TO BOTTOM OF HEADERLIFTSLIDE DOOR DETAILS PLAN VIEW HEAD & SILL DETAILS PXX FLUSH TRACK PXX RAISED THRESHOLD PXX STRAIGHT HEAD EXTERIOR INTERIOR RECOMMENDED FINISH FLOOR DRILL 1" DIAMETER HOLES IN CONCRETE APPROX. 34" DEEP AND EPOXY IN ADJUSTMENT BOLTS BOTTOM OF HEADER FINISH FLOOR MAX EXTERIOR 2% SLOPE VISTA VIEW SCREEN VISTA VIEW SCREEN FINISHED FLOOR EXTERIOR FLOOR Shim Space Shim Space INTERIOR EXTERIOR BOTTOM OF HEADER TRIM BY OTHERS 1 1/2" x 1 5/16" TRIM BY OTHERS 3 5/8" x 1 1/2"1 1/4" [32mm]DEPRESSION DEPTH 1 3/4" [45mm]2 3/16" [56]VISIBLE GLASS[81] 3 3/16"5 7/16" [139][89]3 1/2"7/8" [23]1 1/2" [38]BOTTOM OF PANEL TO BOTTOM OF HEADER[31] 1 1/4" Pocket 9 5/8" [245]ROUGH OPENINGSYSTEM HEIGHT[13]1/2"[229] 9"[16]5/8"Head 9 11/16" [246][355]14"JAMB WIDTH 7 7/16" [188]SHIM SPACE 1/2" [13] SCREEN SYSTEM WIDTHSHIM SPACE 1/2" [13] [89] 3 1/2"[81]3 3/16"[127] 5"VISIBLE GLASS [102] 4"VISIBLE GLASS [89] 3 1/2" 1 5/16" [34]2 3/8" [61]ROUGH OPENING NET FRAMEPOCKET WIDTH 9 1/8" [232]1/2" [13] 1/2" [13] 1 5/8" [42][105]4 1/8"SHIM SPACE 1/2" [13mm]HEAD WIDTH 9 11/16" [246mm] POCKET WIDTH 9 1/8" [232mm]5 5/16" [135mm]3 1/2" [89mm]7/8" [22mm]SHIM SPACE 1/2" [13mm]ROUGH OPENINGSYSTEM HEIGHT1 1/2" [38mm]DEPRESSION DEPTH 2 1/2" [64mm]1/2" [13mm]8 3/8" [212mm]1 1/2" [38mm]1 1/2" [38mm]BOTTOM OF PANEL TO BOTTOM OF HEADER218 L6 | Technical Guide LiftSlide Doors Note:• Drawings shown are typical details. • Additional sizes and configurations available. • Screen options may be available depending on size and configuration. • Raised threshold available with a maximum of 6 panels per sill (12 in a bi-parting configuration; 2 per track). • Consult your Authorized Dealer for details. • All dimensions to have +/- 1/16” (2 mm) tolerance. • O = Fixed • X = Operating • P = Pocketing • The preparation of the rough opening for large openings such as those required by, but not limited to, LiftSlide and Bifold doors have unique requirements. Structural headers that allow for deflection no greater than 1/8” along the unsupported length once the header is fully loaded are required. Special care needs to be taken when installing any unit including transoms above such large opening units. • Loewen is not responsible for site measurements or the determination of structural and architectural requirements for the installation of large opening products such as but not limited to, Liftslide and Bifold doors. Site specifications are the responsibility of building professionals or engineers to determine. Liftslide Door Detail Head & Sill Detail Plan View Glazing Stop Options 219 Technical Guide | L7LiftSlide Doors Note:• Drawings shown are typical details. • Additional sizes and configurations available. • Screen options may be available depending on size and configuration. • Raised threshold available with a maximum of 6 panels per sill (12 in a bi-parting configuration; 2 per track). • Consult your Authorized Dealer for details. • All dimensions to have +/- 1/16” (2 mm) tolerance. • O = Fixed • X = Operating • P = Pocketing • The preparation of the rough opening for large openings such as those required by, but not limited to, LiftSlide and Bifold doors have unique requirements. Structural headers that allow for deflection no greater than 1/8” along the unsupported length once the header is fully loaded are required. Special care needs to be taken when installing any unit including transoms above such large opening units. • Loewen is not responsible for site measurements or the determination of structural and architectural requirements for the installation of large opening products such as but not limited to, Liftslide and Bifold doors. Site specifications are the responsibility of building professionals or engineers to determine. Liftslide Detail Plan View Plan View 220 L8 | Technical Guide LiftSlide Doors Note:• Drawings shown are typical details. • Additional sizes and configurations available. • Screen options may be available depending on size and configuration. • Raised threshold available with a maximum of 6 panels per sill (12 in a bi-parting configuration; 2 per track). • Consult your Authorized Dealer for details. • All dimensions to have +/- 1/16” (2 mm) tolerance. • O = Fixed • X = Operating • P = Pocketing • The preparation of the rough opening for large openings such as those required by, but not limited to, LiftSlide and Bifold doors have unique requirements. Structural headers that allow for deflection no greater than 1/8” along the unsupported length once the header is fully loaded are required. Special care needs to be taken when installing any unit including transoms above such large opening units. • Loewen is not responsible for site measurements or the determination of structural and architectural requirements for the installation of large opening products such as but not limited to, Liftslide and Bifold doors. Site specifications are the responsibility of building professionals or engineers to determine. Liftslide Door Detail Plan View 221 Technical Guide | L9LiftSlide Doors Rough Opening (3' Panels) Head Width (3' Panels, No Screens) Finish Pocket Width Rough Opening (4' Panels) Head Width (4' Panels, No Screens) Finish Pocket Width PANELS CONFIGURATION STYLE FRAME TYPE X 2 OX OR XO STACKING JAMB 73 [1854] 7 7/16 [189]-97 [2464] 7 7/16 [189]- 3 OXX OR XXO STACKING JAMB 106 [2692] 11 1/4 [286]-142 [3607] 11 1/4 [286]- 4 OXXX OR XXXO STACKING JAMB 139 [3531] 15 1/8 [384]-187 [4750] 15 1/8 [384]- 5 OXXXX OR XXXXO STACKING JAMB 172 [4369] 19 [483]-232 [5893] 19 [483]- 6 OXXXXX OR XXXXO STACKING JAMB 205 [5207] 22 13/16 [579]-277 [7036] 22 13/16 [579]- 4 OX-XO BI-PARTING JAMB 142 3/16 [3612] 7 7/16 [189]-190 3/16 [4831] 7 7/16 [189]- 6 OXX-XXO BI-PARTING JAMB 208 3/16 [5288] 11 1/4 [286]-280 3/16 [7117] 11 1/4 [286]- 8 OXXX-XXXO BI-PARTING JAMB 274 3/16 [6964] 15 1/8 [384]-370 3/16 [9403] 15 1/8 [384]- 10 OXXXX-XXXXO BI-PARTING JAMB 340 3/16 [8641] 19 [483]-460 3/16 [11689] 19 [483]- 12 OXXXXX-XXXXXO BI-PARTING JAMB 406 3/16 [10317] 22 13/16 [579]-550 3/16 [13975] 22 13/16 [579]- 1 PX OR XP STACKING SINGL POCKET 39 11/16 [1008] 8 1/16 [205] 7 1/16 [179] 51 11/16 [1313] 8 1/16 [205] 7 1/16 [179] 2 PXX OR XXP STACKING SINGLE POCKET 72 11/16 [1846] 9 11/16 [246] 9 1/8 [232] 96 11/16 [2456] 9 11/16 [246] 9 1/8 [232] 3 PXXX OR XXXP STACKING SINGLE POCKET 105 11/16 [2684] 13 1/2 [343] 13 [330] 141 11/16 [3599] 13 1/2 [343] 13 [330] 4 PXXXX OR XXXXP STACKING SINGLE POCKET 138 11/16 [3523] 17 3/8 [441] 16 13/16 [427 186 11/16 [4742] 17 3/8 [441] 16 13/16 [427] 5 PXXXXX OR XXXXXP STACKING SINGLE POCKET 171 11/16 [4361] 21 1/4 [540] 20 11/16 [525] 231 11/16 [5885] 21 1/4 [540] 20 11/16 [525] 6 PXXXXXX OR XXXXXXP STACKING SINGLE POCKET 204 11/16 [5199] 25 1/16 [637] 24 9/16 [624] 276 11/16 [7028] 25 1/16 [637] 24 9/16 [624] 2 PX-XP BI-PARTING DUAL POCKET 75 1/2 [1918]-7 1/16 [179] 99 1/2 [2527]-7 1/16 [179] 4 PXX-XXP BI-PARTING DUAL POCKET 141 1/2 [3594]-9 1/8 [232] 189 1/2 [4813]-9 1/8 [232] 6 PXXX-XXXP BI-PARTING DUAL POCKET 207 1/2 [5271]-13 [330] 279 1/2 [7099]-13 [330] 8 PXXXX-XXXXP BI-PARTING DUAL POCKET 273 1/2 [6947]-16 13/16 [427] 369 1/2 [9385]-16 13/16 [427] 10 PXXXXX-XXXXXP BI-PARTING DUAL POCKET 339 1/2 [8623]-20 11/16 [525 459 1/2 [11671]-20 11/16 [525] 12 PXXXXXX-XXXXXXP BI-PARTING DUAL POCKET 405 1/2 [10300]-24 9/16 [624] 549 1/2 [13957]-24 9/16 [624] Liftslide Door Detail Note:• O = Fixed • X = Operating • P = Pocketing • The preparation of the rough opening for large openings such as those required by, but not limited to, LiftSlide and Bifold doors have unique requirements. Structural headers that allow for deflection no greater than 1/8” along the unsupported length once the header is fully loaded are required. Special care needs to be taken when installing any unit including transoms above such large opening units. • Loewen is not responsible for site measurements or the determination of structural and architectural requirements for the installation of large opening products such as but not limited to, Liftslide and Bifold doors. Site specifications are the responsibility of building professionals or engineers to determine. Typical Sizes Additional heights available. Consult your Authorized Loewen Dealer for details. PANEL HEIGHT ROUGH OPENING HEIGHT (1" FLUSH TRACK) ROUGH OPENING HEIGHT (1 1/2" FLUSH TRACK) ROUGH OPENING HEIGHT (RAISED THRESHOLD) 84 [2134]87 15/16 [2234]88 7/16 [2246]88 7/16 [2246] 96 [2438]99 15/16 [2538]100 7/16 [2551]100 7/16 [2551] 108 [2743]111 15/16 [2843]112 7/16 [2856]112 7/16 [2856] 120 [3048]123 15/16 [3148]124 7/16 [3161]124 7/16 [3161] 144 [3658]147 15/16 [3758]148 7/16 [3770]148 7/16 [3770] Additional configurations and sizes available. Consult your Authorized Loewen Dealer for details. 222 loewen.com 223 MODULAR SIZE QUEEN SIZE MID CENTURY SIZE PAVER MODULAR SIZE PIECES PER S.F. PIECES PER PALLET PIECES PER TRUCKLOAD WEIGHT PER PIECE PIECES PER S.F. PIECES PER PALLET PIECES PER PALLET PIECES PER PALLET PIECES PER TRUCKLOAD PIECES PER TRUCKLOAD PIECES PER TRUCKLOAD PIECES PER S.F. PIECES PER S.F. WEIGHT PER PIECE WEIGHT PER PIECE WEIGHT PER PIECE 6.5 PC 955 PC 12,415 PC 3.35 LB 6.5 PC 4.5 PC PACKAGING IS DONE TO THE EXACT AMOUNT REQUESTED 1 LB PIECES PER L.F. PIECES PER PACKAGE WEIGHT PER PIECE 5.5 PC 948 PC 13,272 PC 3 LB 5.5 PC 4 PC PACKAGING IS DONE TO THE EXACT AMOUNT REQUESTED 1 LB PIECES PER S.F. PIECES PER L.F. PIECES PER PACKAGE WEIGHT PER PIECE PIECES PER S.F. PIECES PER L.F. PIECES PER PACKAGE WEIGHT PER PIECEWEIGHT PER PIECE PIECES PER PACKAGE PIECES PER L.F. PIECES PER S.F. PIECES PER S.F. WITH 1/2” MORTAR JOINT6 PC 960 PC 12,480 PC 3.5 LB 6 PC 6 PC 1 LB 4.5 PC 960 PC 12,480 PC 3.65 LB 4.5 PC N/A 1 LB PACKAGING IS DONE TO THE EXACT AMOUNT REQUESTED PACKAGING IS DONE TO THE EXACT AMOUNT REQUESTEDFULL SIZE BRICKFULL SIZE BRICKFULL SIZE BRICKFULL SIZE BRICKTHIN CUT BRICKTHIN CUT BRICKTHIN CUT BRICKTHIN CUT BRICK1” 35/8”75/8” 75/8” 21/4” 1” 21/4” 75/8” 35/8” CORNER FLAT 1” 1” 1” 75/8” 75/8” 75/8” CORNER FLAT 35/8” 75/8” 21/4” 35/8” 75/8” 8510 S. Cage Blvd. Pharr, Texas 78577 PH: (956) 7812120 E: sales@oldtexasbrick.com AVAILABLE SIZES & SPECS 23/4” 23/4” 23/4” 23/4” 4” 111/4” 11/2” CORNER FLAT1” 1” 4” 11/2” 111/4” 111/4” 224 MODULAR SIZE QUEEN SIZE MID CENTURY SIZE PAVER MODULAR SIZE PIECES PER S.F. PIECES PER PALLET PIECES PER TRUCKLOAD WEIGHT PER PIECE PIECES PER S.F. PIECES PER PALLET PIECES PER PALLET PIECES PER PALLET PIECES PER TRUCKLOAD PIECES PER TRUCKLOAD PIECES PER TRUCKLOAD PIECES PER S.F. PIECES PER S.F. WEIGHT PER PIECE WEIGHT PER PIECE WEIGHT PER PIECE 6.5 PC 955 PC 12,415 PC 3.35 LB 6.5 PC 4.5 PC PACKAGING IS DONE TO THE EXACT AMOUNT REQUESTED 1 LB PIECES PER L.F. PIECES PER PACKAGE WEIGHT PER PIECE 5.5 PC 948 PC 13,272 PC 3 LB 5.5 PC 4 PC PACKAGING IS DONE TO THE EXACT AMOUNT REQUESTED 1 LB PIECES PER S.F. PIECES PER L.F. PIECES PER PACKAGE WEIGHT PER PIECE PIECES PER S.F. PIECES PER L.F. PIECES PER PACKAGE WEIGHT PER PIECEWEIGHT PER PIECE PIECES PER PACKAGE PIECES PER L.F. PIECES PER S.F. PIECES PER S.F. WITH 1/2” MORTAR JOINT6 PC 960 PC 12,480 PC 3.5 LB 6 PC 6 PC 1 LB 4.5 PC 960 PC 12,480 PC 3.65 LB 4.5 PC N/A 1 LB PACKAGING IS DONE TO THE EXACT AMOUNT REQUESTED PACKAGING IS DONE TO THE EXACT AMOUNT REQUESTEDFULL SIZE BRICKFULL SIZE BRICKFULL SIZE BRICKFULL SIZE BRICKTHIN CUT BRICKTHIN CUT BRICKTHIN CUT BRICKTHIN CUT BRICK1” 35/8”75/8” 75/8” 21/4” 1” 21/4” 75/8” 35/8” CORNER FLAT 1” 1” 1” 75/8” 75/8” 75/8” CORNER FLAT 35/8” 75/8” 21/4” 35/8” 75/8” 8510 S. Cage Blvd. Pharr, Texas 78577 PH: (956) 7812120 E: sales@oldtexasbrick.com AVAILABLE SIZES & SPECS 23/4” 23/4” 23/4” 23/4” 4” 111/4” 11/2” CORNER FLAT1” 1” 4” 11/2” 111/4” 111/4” OLD SAN LUIS 225 CARBON BLACK BASALT Formed by rapidly cooled extrusions of magma from deep within the mantle, this basalt displays prominent phenocrysts encased in a matrix of dark grey plagioclase feldspar. Scattered throughout are noticeable greenish crystals of olivine. One of the most robust stones available, Carbon Black Basalt, as its name suggests, has a complex dark character born of its dusky mineral composition. The versatility of Rhodes Architectural Stone’s Carbon Black Basalt makes it an excellent choice as an architectural veneer, and is well suited for paving, cobbles, and any cut-to-size application. AUSTRALIA TEL +61 3 8199 9555 CHINA TEL +86 592 533 0273 R HODES A RCHITECTURAL S TONE N ATURAL S TONE E XPERTS UNITED STATES OF AMERICA TEL +1 206 709 3000 rhodes-stone.com info@rhodes-stone.com SURROUNDS VENEER PAVING STAIR BLOCKS QUOINS SILLS/LINTELS COPING/CAPS CARVED OBJECTS INSTALLATION Carbon Black Basalt may be installed in any standard setting techniques: mortar or thinset on slab, or by sand setting. RECOMMENDED USES LEATHERHONED FLAMED + BRUSHED BUSH HAMMER FLAMED + WATERJET SPLIT MATERIAL SPECIFICATIONS STANDARD BLOCK : 60” x 26” x 26” 1525 x 650 x 650 mm OVERSIZED BLOCK : 70” x 35” x 35” 1800 x 900 x 900 mm JL_0519 TECHNICAL DATA ASTM TEST C97 absorption 0.19 % C97 bulk gravity 185 lbs/ft3 2,963 kg/m3 C170 compressive strength 30,748 psi 212 MPa C880 flexural strength 3,510 psi 24.2 MPa 226 227 07 72 53 SNOW RETENTION SYSTEMS SNOW BRACKET A DESCRIPTION • Designed for use with concrete or clay tiles which are installed using horizontal battens • (1) 10 D galvanized nail fastener required and purchased separately • Can be powder coated to match roofing material colo • Overall dimensions: 16 1/4” L X 2 1/4” W X 3 3/4” H MATERIALS • Paintlok Steel: 16 ga • Copper: 48 oz (ASTM B152) • Stainless Steel: 16 ga (ASTM A240) COLORS/FINISHES • Zinc Plated • Powder coating available in many colors visit http://trasnowandsun.com/color-chart/ to see color chart NOTE: Due to specific job conditions, TRA Snow and Sun will only warranty a snow retention system/layout that has been designed by TRA Snow and Sun. FOR NEW CONSTRUCTION OR RETROFIT USED ON: EAGLE, BORAL, HANSON AND OTHER SIMILAR TILES SNOW BRACKETTM A - APEX INSTALLATION: SNOW BRACKET IS INSTALLED WITH (1) 10 D GALVA- NIZED NAIL ON THE TOP SURFACE OF THE TILE WITH THE TRIANGULAR END OF THE BRACKET OVER THE HEADLAP OF THE TILE. 34 " 412" 5916" 1614" 2 14 " R116" 58 " 1 316 " 112" DO NOT SCALE DRAWINGSHEET 1 OF 11/1/2001ADESCRIPTION:NAMEDATECOMMENTS:MFG APPR.ENG APPR.CHECKED BYDRAWNVariousMATERIALPROPRIETARY AND CONFIDENTIALTHE INFORMATION CONTAINED IN THIS DRAWINGIS THE SOLE PROPERTY OF TRA SNOW AND SUN. ANY REPRODUCTION IN PART OR AS A WHOLEWITHOUT THE WRITTEN PERMISSION OFTRA SNOW AND SUN IS PROHIBITED.123450.66NAMEPART NUMBER:WEIGHT:SIZE:REV D:REV B:REV C:REV A:NAMEDATEPart NoDrawn ByApex Bracket A12345ABCDEABCDEIF NO TOLERANCE IS SPECIFIEDUSE STANDARD TOLERANCING(.X) 0.2(.0X) 0.01(.00X) 0.005(.000X) 0.0005REVISIONS\\trafs01\TRA\TRA Snow and Sun\Product Data\Snow Brackets\Apex Bracket A\CAD\Rev02\Apex Bracket A 02 34 " 412" 5916" 1614" 2 14 " R116" 58 " 1 316 " 112" DO NOT SCALE DRAWINGSHEET 1 OF 11/1/2001ADESCRIPTION:NAMEDATECOMMENTS:MFG APPR.ENG APPR.CHECKED BYDRAWNVariousMATERIALPROPRIETARY AND CONFIDENTIALTHE INFORMATION CONTAINED IN THIS DRAWINGIS THE SOLE PROPERTY OF TRA SNOW AND SUN. ANY REPRODUCTION IN PART OR AS A WHOLEWITHOUT THE WRITTEN PERMISSION OFTRA SNOW AND SUN IS PROHIBITED.123450.66NAMEPART NUMBER:WEIGHT:SIZE:REV D:REV B:REV C:REV A:NAMEDATEPart NoDrawn ByApex Bracket A12345ABCDEABCDEIF NO TOLERANCE IS SPECIFIEDUSE STANDARD TOLERANCING(.X) 0.2(.0X) 0.01(.00X) 0.005(.000X) 0.0005REVISIONS\\trafs01\TRA\TRA Snow and Sun\Product Data\Snow Brackets\Apex Bracket A\CAD\Rev02\Apex Bracket A 02Revision 08/01/18 INSTALLATION DO NOT SCALE DIMENSIONS DO NOT SCALE *Dimensions shown are in inches. ©TRA Snow and Sun, Inc., 2019 1657 South 580 East American Fork, UT 84003 800-606-8980 | www.trasnowandsun.com 228 PREME RISTEEL TMYU G T SSESG PREMIUM QUALITY PRODUCTS P TERDate Invoice#Project Company Architect Superior Gutters Made Simple Tel: (814) 455-7430 | Fax (814) 464-8838 | Email: sales@slateandcopper.com | Web: www.premiersteelgutters.com 3” 4” & 5” downspout / Standard Length 10 Ft. Size d-1 3”3.1” 4”4.0” 5”4.7” PREMIER STEEL GUTTER SYSTEM™ Premier Steel Gutters™-Div. of Slate And Copper Sales Co.™ 120” 2” d-1 BLACK DARK CHARCOAL NATURAL GRAY METALIC UNPAINTED G-90 GALVANIZED BKZ3DS DCZ3DS NGZ3DS UZ3DS Color WHITE DARK BRONZE Downspout / Standard Length 10 Ft. WTZ3DS DBZ3DS Part #3” WTZ4DS DBZ4DS BKZ4DS DCZ4DS NGZ4DS UZ4DS WTZ5DS DBZ4DS 4”5” 24 Guage Zinc Magnesium Steel and sprayed with a proprietary scratch and fade resistant paint. 229 Date Invoice#Project Company Architect 24 Guage Zinc Magnesium Steel and sprayed with a proprietary scratch and fade resistant paint..676” Size d-1 d-2 d-3 5”.71”5”3.125” 6”.79”6”3.687” 7.6”.79”7.56”4.50” d-3 d-2 d-1 PREME RISTEEL TMYU G T SSESG PREMIUM QUALITY PRODUCTS P TERSuperior Gutters Made Simple Tel: (814) 455-7430 | Fax (814) 464-8838 | Email: sales@slateandcopper.com | Web: www.premiersteelgutters.com Half Round Gutter. Standard Lengths 18 & 10 Ft. PREMIER STEEL GUTTER SYSTEM™ Premier Steel Gutters™-Div. of Slate And Copper Sales Co.™ BLACK DARK CHARCOAL NATURAL GRAY METALIC UNPAINTED G-90 GALVANIZED BKZ5G18/10 DCZ5G18/10 NGZ5G18/10 UZ5G18/10 Color WHITE DARK BRONZE Half Round Gutter. Standard Length 18 & 10 Ft. WTZ5G18/10 DBZ5G18/10 Part #5” WTZ6G18/10 DBZ6G18/10 BKZ6G18/10 DCZ6G18/10 NGZ6G18/10 UZ6G18/10 WTZ6G18/10 DBZ6G18/10 6”7.6” 230 1x6 STANDARD DECKING - NO GROOVE (JEM) JEM JOINT Profile Type: White Ash Decking (Benchmark Series) Sizing: 1x6 STANDARD DECKING - NO GROOVE (JEM) Scale:1'-0"=1'-0"Excellence in Wood www.thermoryusa.com R 231 1x6 CLADDING - T/G (JEM) JEM JOINT Profile Type: White Ash Cladding (Benchmark Series) Sizing: 1x6 CLADDING - T/G (JEM) Installation: 60mm FG screw Scale:1'-0"=1'-0"Excellence in Wood www.thermoryusa.com R 232 BECKERMAN HOUSEARCHITECTURAL SITE PLAN PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSA1.2931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 27835 7836 7836 7835 7833 78 3 4 7837 7838 10'-0"REAR SETBACK10'-0" SIDE SETBACK 10'-0" SIDE SETBACK GIBSON AVE.25'-0"FRONT SETBACK11'-5 1/2"EEEEE OSWS 7932793479367934 7933 79357933 79327937 7938THEATER 001 BED 012 MEDIA/GAME 002 UP BATH/CLOSET 013 BATH 017 BED 016 BATH 014 STORAGE A 010 MECHANICAL 006 BED 004 BATH/CLOSET 003 POWDER 009BED 015 BUILT-IN LINEN 018 LAUNDRY 005 BAR 007 87'-2" 87'-2" 85'-6" 85'-6" DNFIREPLACE ENTERTAINMENT 008 W/D W/D 87'-2" TV LIVING 110 FOYER 108 UP GARAGE 106 CORRIDOR 109 DN TR FIREPLACE T PATIO 111 98'-6" 98'-6" 98'-6" 98'-6" 98'-0" 98'-6" 98'-6" 98'-0" UP KITCHEN 105 DWOVEN 1'-8 1/4"MDP33" x 72"HC PV Solar Disconnect porch DINING 104 LOUNGE 102 PANTRY 103 HISTORIC ENTRY 100 UP PWDR. 107 PARLOR 101 banquette/bar built-in built-in 100'-0" 99'-0" 98'-9" 99'-9" 100'-0" 100'-0" DN DN 98'-6" 98'-6" DN FP 1'-8 1/4"98'-6" ARCHITECTURAL SITE PLAN Scale: 1/8" = 1'-0"1 EXISTING BUILDING FOOTPRINT PROPERTY LINE PROPERTY LINE ROOF ABOVE EXISTING SITE BOULDER EXIST. CATV PED. EXIST. ELECT. METER CONC. DRIVEWAY EXIST. WATER SERVICE EXIST. SEWER MANHOLE MAIL BOX EXIST. TELE PED. EXIST. BOULDER EXIST. BOULDER WALL EXISTING SHED TO BE DEMOLISHED EXIST. STONE WALL HOLY CROSS UTILITY EASEMENT DRIPLINES ROOF ABOVE LIGHTWELL DRIPLINES LIGHTWELL LIGHTWELL LIGHTWELL EXIST. BOULDER RET. WALL CONDENSER UNITS ORCHARD 233 BECKERMAN HOUSEREMP PLAN PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSA1.3931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 27835 7836 7836 7835 7833 78 3 4 7837 7838 10'-0"REAR SETBACK10'-0" SIDE SETBACK 10'-0" SIDE SETBACK GIBSON AVE.25'-0"FRONT SETBACK11'-5 1/2"EEEEE OSWS 7932793479367934 7933 79357933 79327937 7938THEATER 001 BED 012 MEDIA/GAME 002 UP BATH/CLOSET 013 BATH 017 BED 016 BATH 014 STORAGE A 010 MECHANICAL 006 BED 004 BATH/CLOSET 003 POWDER 009BED 015 BUILT-IN LINEN 018 LAUNDRY 005 BAR 007 87'-2" 87'-2" 85'-6" 85'-6" DNFIREPLACE ENTERTAINMENT 008 W/D W/D 87'-2" TV LIVING 110 FOYER 108 UP GARAGE 106 CORRIDOR 109 DN TR FIREPLACE T PATIO 111 98'-6" 98'-6" 98'-6" 98'-6" 98'-0" 98'-6" 98'-6" 98'-0" UP KITCHEN 105 DWOVEN 1'-8 1/4"MDP33" x 72"HC PV Solar Disconnect porch DINING 104 LOUNGE 102 PANTRY 103 HISTORIC ENTRY 100 UP PWDR. 107 PARLOR 101 banquette/bar built-in built-in 100'-0" 99'-0" 98'-9" 99'-9" 100'-0" 100'-0" DN DN 98'-6" 98'-6" DN FP 1'-8 1/4"98'-6" REMP PLAN Scale: 1/8" = 1'-0"1 1594.7 SQ FT 68.5 SQ FT 703.5 SQ FT 504.4 SQ FT SNOWMELT KEY: TOTAL EXISTING SNOWMELT: 0 SF TOTAL PROPOSED SNOWMELT: 2,961.6 SF PROPOSED SNOWMELTED AREAS 90.4 SQ FT ROOF DECK ABOVE 234 SITE SECTION SCALE: 3/32" = 1'-0"1 BECKERMAN HOUSESITE SECTION PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSA1.5931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 2235 THEATER 001 BED 012 MEDIA/GAME 002 UP BATH/CLOSET 013 BATH 017 BED 016 BATH 014 STORAGE A 010 MECHANICAL 006 BED 004 BATH/CLOSET 003 POWDER 009 BED 015 BUILT-IN LINEN 018 LAUNDRY 005 BAR 007 BUNK/QUEEN QUEENQUEEN BUNK/QUEEN 87'-2" 87'-2" 85'-6" 85'-6" DNFIREPLACE ENTERTAINMENT 008 W/D W/D 87'-2" TV6'-9"B 32'-11 1/4"C 17'-1"D A C CF G 30'-7 3/4"25'-0" 0201 2 A3.1 1A3.1A3.0 2A3.0123'-7"F 10'-8 3/4"G 6'-5 1/4"H 17'-1"I E 25'-0" 0403 19'-11" 3.23.1 2'-6 1/2"2'-6 1/2" G B D E F LOWER LEVEL FLOOR PLAN Scale: 1/4" = 1'-0"1 1 A4.3 1 A4.3 1 A4.2 1 A4.2 FOOTER 1 A4.1 1 A4.1 1 A4.6 2 A4.6 2 A4.6 BEV. CENTER 1 A4.4 1 A4.4 BECKERMAN HOUSEBASEMENT / FOUNDATION PLAN PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSA2.1931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 2236 BECKERMAN HOUSEMAIN LEVEL PLAN PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSA2.2931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 2THEATER 001 BED 012 MEDIA/GAME 002 UP BATH/CLOSET 013 BATH 017 BED 016 BATH 014 STORAGE A 010 MECHANICAL 006 BED 004 BATH/CLOSET 003 POWDER 009 BED 015 BUILT-IN LINEN 018 LAUNDRY 005 BAR 007 BUNK/QUEEN QUEENQUEEN BUNK/QUEEN 87'-2" 87'-2" 85'-6" 85'-6" DNFIREPLACE ENTERTAINMENT 008 W/D W/D 87'-2" TV LIVING 110 FOYER 108 UP GARAGE 106 CORRIDOR 109 DN TR FIREPLACE T PATIO 111 98'-6" 98'-6" 98'-6" 98'-6" 98'-0" 98'-6" 98'-6" 98'-0" UP KITCHEN 105 DWOVEN 1'-8 1/4"MDP 33" x 72"HC PV Solar Disconnect porch DINING 104 LOUNGE 102 PANTRY 103 HISTORIC ENTRY 100 UP PWDR. 107 PARLOR 101 banquette/bar built-in built-in 100'-0" 99'-0" 98'-9" 99'-9" 100'-0" 100'-0" DN DN 98'-6" 98'-6" DN FP 1'-8 1/4"98'-6" 6'-9"B 32'-11 1/4"C 17'-1"D A C CF G 30'-7 3/4"25'-0" 0201 2 A3.1 1A3.1A3.0 2A3.0123'-7"F 10'-8 3/4"G 6'-5 1/4"H 17'-1"I E 25'-0" 0403 19'-11" 3.23.1 2'-6 1/2"2'-6 1/2" G B D E F MAIN LEVEL FLOOR PLAN Scale: 1/4" = 1'-0"1 1 A4.3 1 A4.3 1 A4.2 1 A4.2 1 A4.1 1 A4.1 ORIGINAL MININING CLAIM ART WALL WOOD CT.SS CT. PLANTER LARGE PAVERS BRICK OVERHEAD ENTRY PLANTER WALL HISTORIC FIREPLACE LOCATION 1 A4.6 2 A4.6 2 A4.6 PROTRUDING BRICK DOWNLIGHTS ENTRY CUBBIES ABV. FULL HIEGHT CLOSET RE-USE HISTORIC POCKET DOORS PAVER 1 A4.4 1 A4.4 237 BECKERMAN HOUSEUPPER LEVEL PLAN PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSA2.3931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 2W-19W-17 W-18 M. HALL 207 M. BED 208 M. BATH 205 king CLOSET 206 cali. DN ROOF DECK 204 OPEN DNcribW-10W-09W-06 W-07 W-08 W-12W-11W-12A GUEST SUITE 204 king BATH 202 Hall 200 dormer dormer CLOS. 203 open FP DN6'-9"B 32'-11 1/4"C 17'-1"D A C CF G 30'-7 3/4"25'-0" 0201 2 A3.1 1A3.1A3.0 2A3.0123'-7"F 10'-8 3/4"G 6'-5 1/4"H 17'-1"I E 25'-0" 0403 19'-11" 3.23.1 2'-6 1/2"2'-6 1/2" G B D E F UPPER LEVEL PLAN Scale: 1/4" = 1'-0"1 1 A4.3 1 A4.3 1 A4.2 1 A4.2 1 A4.1 1 A4.1 GREEN ROOF GREEN ROOF GREEN ROOF BRICK SCREENING BRICK SCREENING PLANTER OPEN BRICK SCREENING GREEN ROOF OPEN TO BELOW 1 A4.6 1 A4.6 2 A4.6 2 A4.6 1 A4.4 1 A4.4 12:12 12:122:12 GREEN ROOFWOOD LOUVERED SCREEN WITH STEEL FRAME 238 BECKERMAN HOUSEROOF PLAN PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSA2.4931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 2W-19W-17 W-18 M. HALL 207 M. BED 208 M. BATH 205 king CLOSET 206 cali. DN ROOF DECK 204 OPEN DN6'-9"B 32'-11 1/4"C 17'-1"D A C CF G 30'-7 3/4"25'-0" 0201 2 A3.1 1A3.1A3.0 2A3.0123'-7"F 10'-8 3/4"G 6'-5 1/4"H 17'-1"I E 25'-0" 0403 19'-11" 3.23.1 2'-6 1/2"2'-6 1/2" G B D E F ROOF PLAN Scale: 1/4" = 1'-0"1 1 A4.3 1 A4.3 1 A4.2 1 A4.2 HISTORIC CHIMNEY 11.2:1211.2:12 12:1212:1212:12 10.9:1210.9:12 9.4:129.4:1212:12 12:122:12 12:12 12:12 12:12 12:12 1 A4.1 1 A4.1 GREEN ROOF(BELOW) GREEN ROOF(BELOW) GREEN ROOF(BELOW) CEDAR SHAKE ROOF THAT WRAPS EAVE BRICK PARAPET BRICK PARAPET HISTORIC TIN ROOFING HISTORIC TIN ROOFING RIDGE SKYLIGHT 1 A4.6 2 A4.6 2 A4.6 12:12NEW CEDAR SHAKE ROOFING 12:12 12:12METAL SHINGLE ROOF GUTTER BRICK SCREENING BRICK WALL EDGE INTEGRAL GUTTER INTEGRAL GUTTER BRICK SCREENING METAL SHINGLE ROOF GUTTER BRICK SCREENING BRICK WALL EDGE INTEGRAL GUTTER INTEGRAL GUTTER 1 A4.4 1 A4.4 239 BRICK SCREEN AT SIDE ENTRY BYND. FINISHED GRADE NORTH ELEVATION SCALE: 1/4" = 1'-0"1 GLASS RAILING 2'-8" BEYOND FRONT EDGE OF CONNECTOR GLASS RAILING HELD OFF HIST. NATIVE GREEN-ROOF 12 12 HISTORIC ROOF PITCH V.I.F. 12 12 LIGHTWELL W/ GRATE BYND.21'-9 1/2"11'-4"11'-4"ROOF BYND. LIGHTWELL W/ GRATE ROOF BYND.3'-8"25' FOOT HEIGHT LIMIT EXISTING GRADE 06 01 15 05 05 10 0202 01 15 05 01 15 01 05 04 02 05 10 05 10 13 13 13 21 20 21 23 13 & 19 13 & 19 13 & 19 1213 15 02 12 HISTORIC BRICK CHIMENY TO BE REBUILT PER HISTORIC PHOTOS 12 25'-0" 02 01 25'-0" 04 03 30'-7 3/4" 13 17 09 BECKERMAN HOUSEEXTERIOR ELEVATIONS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSA3.1931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 2Exterior Materials Legend Wood 01. Existing Historic Wood Siding, Painted Color: Dove White OC-17 (Benjamin Moore) 02. Existing Historic Decorative Wood Panels, Painted Color: Dove White OC-17 (Benjamin Moore) 03.Existing & Replica Historic T&G Wood Porch Soffit: Painted Color: Bright and Early 834 (Benjamin Moore) 04. Existing & Replica Historic Porch: Painted Color: Tucker Gray CW-705 (Benjamin Moore) 05. Door and Window Trim, Painted Color: Dove White OC-17 (Benjamin Moore) 06. Existing Historic Roof Fascia: 2 piece fascia, Painted Color: Black PM-9 (Benjamin Moore) 07. Roof soffit: Painted Color: Dove White OC-17 (Benjamin Moore) 08. Cedar Roof: fire retardant treated class "B" cedar shingle, roof build up to qualify as class "A" assembly Color: Natural 09. Existing & Replica Historic Wood Door w/ Screen Color: Black PM-9 (Benjamin Moore) 10. Wood Windows: Direct Set Loewen Color: Black 11. Wood Siding: Thermory Benchmark White Ash 1x6 standard, no groove Color: Exotic Brown Brick 12. Historic Replica Brick: Old Texas Brick, Old San Luis Blend, Queen Size, Mortar color: ivory, Mortar joint: 1/2" concave 13. Brick: Old Texas Brick, Old San Luis Blend, Modular Size, Mortar color: ivory, Mortar joint: 1/4" concave Metals 14. Existing Historic Tin Roof to remain Finish: Clear Coat Andek Sealant applied to Historic Shingles 15. Tin Roof Replica: Berridge Victorian Shingle Color: Pre-weathered Colonial Red 16. Flat Lock Metal Roofing: Fine Metal Roof Tech size 10 Steel interlocking 90º diamond shingle Color: Iron Ore 17. Metal Gutters: 6" Diameter 1/2 Round Gutters Color: to match fascia. 18. Metal Downspouts: 4" Diameter Aluminum Color: to match siding. 19. Metal Clad Windows and Doors: Loewen Color: Black 20. Steel Windows & Sliding Doors: Arcadia Color: Black AB-8 21. Steel Panels: Match Arcadia windows Color: Black AB-8 22. Steel Frame: Match Arcadia windows Color: Powder coat to match: Black AB-8 Glass 23. Guard Rail: Tempered Glass w/ GRS Taper-Loc railing support 24. Sky Light: AIA Industries Custom Ridge Skylight Stone 25. Stone Pavers Rhodes Architectural Stone, Carbon Black Basalt, Honed 240 EAST ELEVATION SCALE: 1/4" = 1'-0"1 FINAL GRADE T.O. 1ST LEVEL 98'-6" T.O. 2ND LEVEL 109'-10" T.O. SLAB 87'-2"11'-4"11'-4"FINAL GRADE3'-0"ELEVATION AT 1/3 SPAN OF ROOF 122'-0" ELEVATION AT 1/3 SPAN OF ROOF 122'-6" NATURAL GRADE NATURAL GRADE ELEVATION AT 1/3 SPAN OF ROOF 122'-0"21'-9 1/2"1'-6"6"T.O. HISTORIC MAIN LEVEL FF 100'-0"23'-6"SIDE ENTRANCE BEHIND BRICK SCREEN WALL 23'-7" F 10'-8 3/4" G 6'-5 1/4" H 17'-1" I EBDEGF 13 13 13 13 16 23 13 & 1913 & 19 11 11 11 19 1919 19 08 08 13 13 T.O. PLY MAIN LEVEL 98'-6" T.O. SLAB GARAGE 98'-0" T.O. SLAB @LOWER LEVEL 87'-2" T.O. SLAB @LOWER LEVEL 85'-6" 13 17 17 INTEGRAL GUTTER 25' FOOT HEIGHT LIMIT BECKERMAN HOUSEEXTERIOR ELEVATIONS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/21/19 F & M A R C H I T E C T SREMARKSA3.2931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 2Exterior Materials Legend Wood 01. Existing Historic Wood Siding, Painted Color: Dove White OC-17 (Benjamin Moore) 02. Existing Historic Decorative Wood Panels, Painted Color: Dove White OC-17 (Benjamin Moore) 03.Existing & Replica Historic T&G Wood Porch Soffit: Painted Color: Bright and Early 834 (Benjamin Moore) 04. Existing & Replica Historic Porch: Painted Color: Tucker Gray CW-705 (Benjamin Moore) 05. Door and Window Trim, Painted Color: Dove White OC-17 (Benjamin Moore) 06. Existing Historic Roof Fascia: 2 piece fascia, Painted Color: Black PM-9 (Benjamin Moore) 07. Roof soffit: Painted Color: Dove White OC-17 (Benjamin Moore) 08. Cedar Roof: fire retardant treated class "B" cedar shingle, roof build up to qualify as class "A" assembly Color: Natural 09. Existing & Replica Historic Wood Door w/ Screen Color: Black PM-9 (Benjamin Moore) 10. Wood Windows: Direct Set Loewen Color: Black 11. Wood Siding: Thermory Benchmark White Ash 1x6 standard, no groove Color: Exotic Brown Brick 12. Historic Replica Brick: Old Texas Brick, Old San Luis Blend, Queen Size, Mortar color: ivory, Mortar joint: 1/2" concave 13. Brick: Old Texas Brick, Old San Luis Blend, Modular Size, Mortar color: ivory, Mortar joint: 1/4" concave Metals 14. Existing Historic Tin Roof to remain Finish: Clear Coat Andek Sealant applied to Historic Shingles 15. Tin Roof Replica: Berridge Victorian Shingle Color: Pre-weathered Colonial Red 16. Flat Lock Metal Roofing: Fine Metal Roof Tech size 10 Steel interlocking 90º diamond shingle Color: Iron Ore 17. Metal Gutters: 6" Diameter 1/2 Round Gutters Color: to match fascia. 18. Metal Downspouts: 4" Diameter Aluminum Color: to match siding. 19. Metal Clad Windows and Doors: Loewen Color: Black 20. Steel Windows & Sliding Doors: Arcadia Color: Black AB-8 21. Steel Panels: Match Arcadia windows Color: Black AB-8 22. Steel Frame: Match Arcadia windows Color: Powder coat to match: Black AB-8 Glass 23. Guard Rail: Tempered Glass w/ GRS Taper-Loc railing support 24. Sky Light: AIA Industries Custom Ridge Skylight Stone 25. Stone Pavers Rhodes Architectural Stone, Carbon Black Basalt, Honed 241 12 12 FINISHED GRADE ELEVATION AT 1/3 SPAN OF ROOF 119'-7 1/2" SOUTH ELEVATION SCALE: 1/4" = 1'-0"1 ELEVATION AT 1/3 SPAN OF ROOF 122'-6" T.O. PLY UPPER LEVEL 109'-10" T.O. ROOF DECK 109'-0" 12 12 HISTORIC ROOF PITCH V.I.F. 12 12 ROOF PITCH V.I.F.NATIVE GREEN-ROOF T.O. PLY MAIN LEVEL 98'-6" LIGHTWELL T.O. SLAB @ LOWER LEVEL 87'-2" LIGHTWELL W/ GRATE BRICK SCREEN AT SIDE ENTRY BYND. T.O. HISTORIC UPPER LEVEL 100'-0"3'-0"T.O. SLAB @ LOWER LEVEL 87'-2" 25'-0" 0201 25'-0" 0403 30'-7 3/4" T.O. HISTORIC MAIN LEVEL 100'-0" LIGHTWELL W/ GRATE 25' FOOT HEIGHT LIMIT PERMENANT GRILL FEATURE T.O. 2ND HISTORIC 1ST LEVEL FF 99'-0" NATURAL GRADE MDP 33" x 72"HC PV Solar Disconnect 01 06 01 15 01 12 04 02 05 10 13 13 20 21 23 11 & 19 13 01 13 25 MECH. VENTS 1717 15 17 17 12 25 21 22 RECESSED BRICK FOR UTILITY PANELS BECKERMAN HOUSEEXTERIOR ELEVATIONS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSA3.3931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 2Exterior Materials Legend Wood 01. Existing Historic Wood Siding, Painted Color: Dove White OC-17 (Benjamin Moore) 02. Existing Historic Decorative Wood Panels, Painted Color: Dove White OC-17 (Benjamin Moore) 03.Existing & Replica Historic T&G Wood Porch Soffit: Painted Color: Bright and Early 834 (Benjamin Moore) 04. Existing & Replica Historic Porch: Painted Color: Tucker Gray CW-705 (Benjamin Moore) 05. Door and Window Trim, Painted Color: Dove White OC-17 (Benjamin Moore) 06. Existing Historic Roof Fascia: 2 piece fascia, Painted Color: Black PM-9 (Benjamin Moore) 07. Roof soffit: Painted Color: Dove White OC-17 (Benjamin Moore) 08. Cedar Roof: fire retardant treated class "B" cedar shingle, roof build up to qualify as class "A" assembly Color: Natural 09. Existing & Replica Historic Wood Door w/ Screen Color: Black PM-9 (Benjamin Moore) 10. Wood Windows: Direct Set Loewen Color: Black 11. Wood Siding: Thermory Benchmark White Ash 1x6 standard, no groove Color: Exotic Brown Brick 12. Historic Replica Brick: Old Texas Brick, Old San Luis Blend, Queen Size, Mortar color: ivory, Mortar joint: 1/2" concave 13. Brick: Old Texas Brick, Old San Luis Blend, Modular Size, Mortar color: ivory, Mortar joint: 1/4" concave Metals 14. Existing Historic Tin Roof to remain Finish: Clear Coat Andek Sealant applied to Historic Shingles 15. Tin Roof Replica: Berridge Victorian Shingle Color: Pre-weathered Colonial Red 16. Flat Lock Metal Roofing: Fine Metal Roof Tech size 10 Steel interlocking 90º diamond shingle Color: Iron Ore 17. Metal Gutters: 6" Diameter 1/2 Round Gutters Color: to match fascia. 18. Metal Downspouts: 4" Diameter Aluminum Color: to match siding. 19. Metal Clad Windows and Doors: Loewen Color: Black 20. Steel Windows & Sliding Doors: Arcadia Color: Black AB-8 21. Steel Panels: Match Arcadia windows Color: Black AB-8 22. Steel Frame: Match Arcadia windows Color: Powder coat to match: Black AB-8 Glass 23. Guard Rail: Tempered Glass w/ GRS Taper-Loc railing support 24. Sky Light: AIA Industries Custom Ridge Skylight Stone 25. Stone Pavers Rhodes Architectural Stone, Carbon Black Basalt, Honed 242 BECKERMAN HOUSEEXTERIOR ELEVATIONS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSA3.4931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 2WEST ELEVATION - HISTORIC SCALE: 1/4" = 1'-0"1 PROFILE OF ADDITION (BEYOND) LIGHTWELL W/ GRATE BYND. REBUILD HISTORIC CHIMNEY HISTORIC STAINED GLASS WINDOW FINISHED GRADE 3'-6"6'-9" B 32'-11 1/4" C 17'-1" DAACFH 25' FOOT HEIGHT LIMIT NATURAL GRADE3'-8"10'-0"11'-4"14 08 08 01 05 19 05 10 15 15 02 04 04 02 06 & 17 06 & 17 01 01 01 12 T.O. HISTORIC 1ST LEVEL FF 100'-0" T.O. HISTORIC 2ND LEVEL FF 110'-9" T.O. SLAB @ LOWER LEVEL 87'-2" T.O. 2ND HISTORIC 1ST LEVEL FF 99'-0" 09 05 12 Exterior Materials Legend Wood 01. Existing Historic Wood Siding, Painted Color: Dove White OC-17 (Benjamin Moore) 02. Existing Historic Decorative Wood Panels, Painted Color: Dove White OC-17 (Benjamin Moore) 03.Existing & Replica Historic T&G Wood Porch Soffit: Painted Color: Bright and Early 834 (Benjamin Moore) 04. Existing & Replica Historic Porch: Painted Color: Tucker Gray CW-705 (Benjamin Moore) 05. Door and Window Trim, Painted Color: Dove White OC-17 (Benjamin Moore) 06. Existing Historic Roof Fascia: 2 piece fascia, Painted Color: Black PM-9 (Benjamin Moore) 07. Roof soffit: Painted Color: Dove White OC-17 (Benjamin Moore) 08. Cedar Roof: fire retardant treated class "B" cedar shingle, roof build up to qualify as class "A" assembly Color: Natural 09. Existing & Replica Historic Wood Door w/ Screen Color: Black PM-9 (Benjamin Moore) 10. Wood Windows: Direct Set Loewen Color: Black 11. Wood Siding: Thermory Benchmark White Ash 1x6 standard, no groove Color: Exotic Brown Brick 12. Historic Replica Brick: Old Texas Brick, Old San Luis Blend, Queen Size, Mortar color: ivory, Mortar joint: 1/2" concave 13. Brick: Old Texas Brick, Old San Luis Blend, Modular Size, Mortar color: ivory, Mortar joint: 1/4" concave Metals 14. Existing Historic Tin Roof to remain Finish: Clear Coat Andek Sealant applied to Historic Shingles 15. Tin Roof Replica: Berridge Victorian Shingle Color: Pre-weathered Colonial Red 16. Flat Lock Metal Roofing: Fine Metal Roof Tech size 10 Steel interlocking 90º diamond shingle Color: Iron Ore 17. Metal Gutters: 6" Diameter 1/2 Round Gutters Color: to match fascia. 18. Metal Downspouts: 4" Diameter Aluminum Color: to match siding. 19. Metal Clad Windows and Doors: Loewen Color: Black 20. Steel Windows & Sliding Doors: Arcadia Color: Black AB-8 21. Steel Panels: Match Arcadia windows Color: Black AB-8 22. Steel Frame: Match Arcadia windows Color: Powder coat to match: Black AB-8 Glass 23. Guard Rail: Tempered Glass w/ GRS Taper-Loc railing support 24. Sky Light: AIA Industries Custom Ridge Skylight Stone 25. Stone Pavers Rhodes Architectural Stone, Carbon Black Basalt, Honed 243 BECKERMAN HOUSEBUILDING SECTIONS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSA4.1931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 2T.O. PLY @ UPPER LEVEL 109'-10" T.O. ROOF DECK 109'-0" LIGHTWELL W/ GRATE ANGLED BRICK BAND TRANSVERSE SECTION WEST - ADDITION SCALE: 1/4" = 1'-0"1 T.O. SLAB @ LOWER LEVEL 87'-2" FINISHED GRADE FINISHED GRADE3'-0"NATURAL GRADE OPERABLE WINDOW WITH EXTERIOR SIDING ANGLED BRICK BAND BRICK SCREENING SOLDIER COURSE BRICK PARAPET T.O. SLAB @ LOWER LEVEL 85'-6" BRICK SCREENING 1'-4"ZONE HEIGHT LIMIT CLASS A CEDAR SHAKE INTEGRAL GUTTER GUTTER oven LIGHTWELL W/ GRATE GUTTER KITCHEN 105 ENTERTAINMENT 008 LAUNDRY 005 MECH. 006 T.O. PLY @ MAIN LEVEL 98'-6" T.O. SLAB @ GARAGE 98'-0" 23'-7" F 10'-8" G 6'-0" H 17'-1" IEBDEGF 244 BECKERMAN HOUSEBUILDING SECTIONS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSA4.2931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 2TRANSVERSE SECTION EAST - HISTORIC SCALE: 1/4" = 1'-0"1 T.O. HISTORIC 2ND LEVEL 109'-10" T.O. SLAB @ LOWER LEVEL 87'-2" FINISHED GRADE FINISHED GRADE T.O. ROOF DECK 109'-0" T.O. PLY @ MAIN LEVEL 98'-6" T.O. HISTORIC 1ST LEVEL 100'-0" 12 12 2'-3" GREEN ROOF GLASS RAILINGS DO NOT ATTACH TO HISTORIC 2'-3" GREEN ROOF HOLD OFF ROOF FROM HISTORIC CORNER BOARD RE-CREATE HISTORIC CHIMNEY NEW CLASS A CEDAR SHAKE ROOFING LIGHTWELL W/ GRATE BYND. PERMANENT GRILLING FEATURE ZONE HEIGHT LIMIT NATURAL GRADE 6'-9" B 32'-11 1/4" C 17'-1" D A KITCHEN 105 ENTERTAINMENT 008 LIGHTWELL W/ GRATE STORAGE A 010 MECH. 006 15'-9 3/4" 245 BECKERMAN HOUSEBUILDING SECTIONS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSA4.3931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 2LONGITUDINAL SECTION SCALE: 1/4" = 1'-0"1 T.O. ROOF DECK 108'-6" 12 1212 12 T.O. HISTORIC 1ST LEVEL 100'-0" T.O. HISTORIC 2ND LEVEL 110'-9" HISTORIC ROOF PITCH V.I.F. T.O. FF @ MAIN LEVEL 98'-6"11'-4"11'-5 1/2"T.O. SLAB @ LOWER LEVEL 87'-2" 25'-0" 0201 25'-0" 0403 30'-7 3/4" 2 A5.6 1 A4.2 T.O. SLAB @ LOWER LEVEL 85'-6" 1 A4.1 1 A4.4 GUEST SUITE 204 M. HALL 207 LOUNGE 102 KITCHEN 105 CORRIDOR 109 BED 015 BATH 014 ENTERTAINMENT 008 MEDIA/GAME ROOM 002 FINISHED GRADE FINISHED GRADE NATURAL GRADE T.O. PLY @ UPPER LEVEL 109'-10" T.O. INTERIOR SPRING POINT 119'-2 3/4" T.O. SLAB @ LOWER LEVEL 87'-2" 25' HEIGHT LIMIT 246 BECKERMAN HOUSEBUILDING SECTIONS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSA4.4931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 2Section C SCALE: 1/4" = 1'-0"1 T.O. PLY @ UPPER LEVEL 109'-10" T.O. ROOF DECK 108'-6" T.O. PLY @ MAIN LEVEL 98'-6" T.O. SLAB @ LOWER LEVEL 87'-2" T.O. SLAB @ LOWER LEVEL 85'-6" T.O. SLAB @ GARAGE 98'-0" 2 A4.6 3 A4.6 CORRIDOR 109 FOYER 108 CLOSET 206 MEDIA/GAME 002 BED 004 THEATER 001 LIVING 110 M. HALL 207 23'-7" F 10'-8 3/4" G 6'-5 1/4" H 17'-1" I EBDEGF 1 A4.6 M. BED 208 M. BATH 205 GARAGE 106 247 BECKERMAN HOUSEBUILDING SECTIONS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSA4.6931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 2MASTER/LIVING SECTION (LOOKING SOUTH) 1/4" = 1'-0"1 25'-0" 04 03 2'-6 1/2"19'-11"2'-6 1/2" GREEN ROOFGREEN ROOF PLANTER FIREPLACE BATH 003 LIVING 110 M. BED 208 BED 004 MECH 006 MASTER BATH SECTION Scale: 1/4" = 1'-0"2 THEATER 001 T.O. SLAB @ LOWER LEVEL 85'-6" T.O. PLY @ UPPER LEVEL 109'-10" T.O. ROOF DECK 108'-6" T.O. PLY @ MAIN LEVEL 98'-6"13'-0"11'-4"GUTTER GUTTER BRICK SCREENING 25'-0" 0403 INTEGRAL GUTTER INTEGRAL GUTTER GARAGE 106 M. BATH 205 BRICK SCREENING GREEN ROOF GREEN ROOF ENTRY SECTION SCALE: 1/4" = 1'-0"3 INTEGRAL/EXPOSED GUTTER DOWNSPOUT ANGLED BRICK 25'-0" 0403 GREEN ROOF ANGLED BRICK INTEGRAL/EXPOSED GUTTER T.O. SLAB @ LOWER LEVEL 87'-2" T.O. PLY @ MAIN LEVEL 98'-6"10'-0"CORRIDOR 109 M. HALL 207 MEDIA/GAME ROOM 002 248 BECKERMAN HOUSEWALL SECTIONS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSA5.2931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 22 6 J14 Trim Joist 2 6 2 6 J12 Trim Joist 11 7/8"6"fish scales trim LIGHTWELL 5'-1 3/4"J12 Trim Joist 11 7/8"6"12'-5 1/4" GRIDGRID T. Ply (NEW) 98'-6" B. Fish Scales 109'-0"9'-0"CONNECTOR WALL SECTION SCALE: 1" = 1'-0"1 26 T. FF Upper Level (NEW) 110'-2 1/4" T. Ply (NEW) 109'-10"J12 Trim Joists 26 WOOD SIDING 8'-8 1/2"T&G wood ceilingAssuming Loewen Bifold w/ Metal Cladding. B. Clg Main Level (NEW) 108'-8 3/4" beam required to achieve ladder framing? J12 Trim Joists 262611 7/8"11 7/8" ML RAFTERS 26 26 26 2 6 2 6 2 6 3'-0"Height from 2nd Level PLYANGLED BRICK4'-4"ASSUMED HIEGHT OF HISTORIC FISHGRID BRICK SCREEN (BYD.) GREEN ROOF PLANTER GRID GREEN ROOF PLANTER (TYP.) SCALE: 1" = 1'-0"2 22 T. FF Main Level (NEW) 98'-8 1/4" conc. foundation wall Living Room ??? J14 Trim Joist T. Ply (NEW) 98'-6" B. Clg Lower Level 97'- 1 1/2" SIDE PLANTER 26 26 26 6"1'-6"BRICK SCREEN (BYD.) BRICK WALL SIDE PLANTER OVER LOWER LEVEL SCALE: 1" = 1'-0"3 249 Grid Line 26 26 Peel and Stick Flashing Wall Opening Weeps (WOW 9095). Scored and cracked off while mortar is still plastic. Damp-proofing (Fluid applied bitumen coating) 5% min. slope 8"4"6"min.W9 3/4"1"1"4" Brick Veneer Sill Seal 3/4" Ply. 1" Cont. Insulation W8 Mortar 1" Air gap BRICK VENEER BELOW GRADE @ WOOD FRAMING SCALE: 3" = 1'-0"5 2% min. slope Grid Line 26 26 Peel and Stick Flashing Wall Opening Weeps (WOW 9095). Scored and cracked off while mortar is still plastic. Damp-proofing (Fluid applied bitumen coating) 8"4"6"min.W9 3/4"1"1"4" Brick Veneer Sill Seal 3/4" Ply. 1" Cont. Insulation W8 Mortar 1" Air gap F14BRICK VENEER BELOW GRADE @ WOOD FRAMING SCALE: 3" = 1'-0"6 2 2 2 2 21 F1Polyethylene vapor diffusion retarder in direct contact w/ concrete slab. Granular capillary break and drainage pad, coarse gravel, no fines. Ventilate crushed stone to atmosphere (soil gas control). Perforated drain pipe at perimeter. Connect to stack vent. Sealant at all slab penetrations (typ.) vent stack, run to roof and flash as req’d. avoid offsets or elbows in vent stack to maximize air flow. perforated drain pipe added to “T” in order to couple sub-slab pressure field to vent stack.Sealant RADON GAS VENTING DETAIL SCALE: 1 1/2" = 1'-0"3 Slope away from garage Concrete Foundation Wall (re: structural) 2 2 Slope slab to center drain Waterproof Membrane 3” Topping Slab Drop-ceiling nailers for gyp. board. Size per structural. W10 Damp-proofing (Fluid applied bitumen coating) Free-draining backfill (or drainage board at wall)F5Bond BreakPolyethylene sheet over Extruded Polystyrene Rigid Foam Insulation F14FOUNDATION DRAIN @ LIVING SPACE SCALE: 1 1/2" = 1'-0"4 Perforated drain pipe located below floor slab level (piped to sump or daylight) Coarse gravel (no fines) 2 2 2 2 Free-draining backfill (or drainage board) Pipe connection through footing connect exterior perimeter drain to granular drainage pad under basement slab Granular capillary break and drainage pad, coarse gravel, no fines. Ventilate crushed stone to atmosphere (soil gas control). See Radon Gas Venting Detail, this sheet Filter fabric (Geotextile) above and below drain pipe. Sill seal thermal break and capillary break. treated wood bottom plate. 21 Capillary break over footing (dampproofing or membrane) Sealant Polyethelene mechanically attached to foundation wall perimeter and sealed.F4Polyethylene vapor diffusion retarder in direct contact w/ concrete slab. All joints taped. W10 FOUNDATION DRAIN @ CRAWL/MECH/STORAGE SCALE: 1 1/2" = 1'-0"2 Perforated drain pipe located below floor slab level (piped to sump or daylight) Coarse gravel (no fines) 2 2 2 2 Free-draining backfill (or drainage board) Pipe connection through footing connect exterior perimeter drain to granular drainage pad under basement slab Granular capillary break and drainage pad, coarse gravel, no fines. Ventilate crushed stone to atmosphere (soil gas control). See Radon Gas Venting Detail, this sheet Filter fabric (Geotextile) above and below drain pipe. Sill seal thermal break and capillary break. treated wood bottom plate. 21 Capillary break over footing (dampproofing or membrane) Sealant Polyethelene mechanically attached to foundation wall perimeter and sealed.F1Polyethylene vapor diffusion retarder in direct contact w/ concrete slab. All joints taped. W10 FOUNDATION DRAIN @ LIVING SPACE SCALE: 1 1/2" = 1'-0"1 BECKERMAN HOUSEDETAILS PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSA5.11931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 2250 BECKERMAN HOUSEZoning Land Use Approvals PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSZ-001931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 2251 BECKERMAN HOUSEZONING FLOOR AREA CALCULATIONS F&M JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEF&M 18014 931 Gibson EXISTING Demo&FAR Calcs.vwx 3/11/19 F & M A R C H I T E C T SREMARKSZ-011931 Gibson Ave.Aspen, CO 81611City of Aspen Building Dept.1/29/19HPC Submittal 1LEGEND FLOOR AREA DECK FLOOR AREA FRONT PORCH - EXEMPT (Less than 30" Above Grade) PATIO AREA - Counts toward Far when covered > 4' GARAGE AREA CLOSETBEDROOM LOWER APARTMENT UP UP UP 37'-1 1/2" 02 4'-10" 0301 17'-2 7/8"B 16'-10 1/4"C A EXISTING BASEMENT PLAN Scale: 1/8" = 1'-0"1 1265.75 SQ FT B A D 62.72 SQ FT 43.2 SQ FT C100.1 SQ FT 5'-0"37'-1 1/2" 02 4'-10" 0301 17'-2 7/8"B 16'-10 1/4"C A OPEN TO BELOW CLOSET CLOSET LOFTFLOOR TO CEILING 40.38"DN EXISTING 2ND LEVEL PLAN Scale: 1/8" = 1'-0"3 1145.54 SQ FT 91.18 SQ FT5'-0"7.5" RISE DN DN DN UP 37'-1 1/2" 02 4'-10" 0301 17'-2 7/8"B 16'-10 1/4"C A EXISTING 1ST LEVEL PLAN Scale: 1/8" = 1'-0"2 1265.75 SQ FT 67.58 SQ FT 102.73 SQ FT 30.2 SQ FT 94.02 SQ FT 5'-0"5'-0" LOWER LEVEL FLOOR -8'-11"7'-11"LOWER LEVEL FLOOR -8'-11" LOWER LEVEL CLG. -1'-0"7'-11"LOWER LEVEL FLOOR -8'-11" LOWER LEVEL CLG. -1'-0"7'-11"LOWER LEVEL FLOOR -8'-11" LOWER LEVEL CLG. -1'-0"7'-11"279.1 A LOWER LEVEL CLG. -1'-0"35.4 256.4 B 279.1 C 176.3 13.3 256.4 D 170.7 3'-0"6'-10 5/8"6'-8"2'-0" 35'-3 1/8" 35'-3 1/8" 32'-4 5/8" 32'-4 5/8"BECKERMAN HOUSEZONING FLOOR AREA CALCULATIONS F&M JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEF&M 18014 931 Gibson EXISTING Demo&FAR Calcs.vwx 3/11/19 F & M A R C H I T E C T SREMARKSZ-011931 Gibson Ave.Aspen, CO 81611City of Aspen Building Dept.1/29/19HPC Submittal 1LEGEND - SUBGRADE WALL CALCULATION EXPOSED WALL AREA SUBGRADE WALL AREA 931 Gibson Existing FAR 931 Gibson. Existing Floor Area Calculations Allowable Single family FAR is 4530 Sq Ft. Main Level Floor Area Calculations Notes Main Level Gross Floor Area (Sq Ft)1265.75 Main Level Garage Gross Floor Area 0.00 Main Level Gross Floor Area TOTAL 1265.75 Main Level Countable Floor Area (Sq Ft)1265.75 Main Level Garage Countable Floor Area 0.00 250 SF exempt. (%50x250) 26.575.020.D.7 R-15A Zone Main Level Countable Floor Area TOTAL 1265.75 Existing 2nd Level Floor Area Calculations 2nd Level Gross Floor Area (Sq Ft)1265.75 2nd Level Countable Floor Area (Sq Ft)1145.54 -upper most stair openings Proposed Sub-Grade Floor Area Calculations Basement Gross Floor Area (Sq Ft)1265.75 Basement Level Countable Floor Area (Sq Ft)467.06 36.9% Exposed Wall Area Exempt per 26.575.020.D.8 Proposed Deck/Porch Floor Area Calculations Front Porch 30.20 Exempt per 26.575.020.D.5 Less than 30” above finished grade Non-covered Patios 0.00 Counts per 26.575.020.D.6 Covered by 5’ overhang Covered patio 194.12 Greater than 4’ overhanging roof, all SF counts Total Deck Floor Area 367.41 Exempt Deck Floor Area (Sq Ft)679.50 (4530 SF x %15)Up to %15 Exempt per 26.575.020.D.4 Deck/Porch/patio Countable Floor Area (Sq Ft)194.12 Exempt per 26.575.020.D.4 Existing Gross Floor Area (Sq Ft)3797.25 Existing Total FAR (Sq Ft)3072.47 4530 SF max allowable FAR REMAINING FAR: 1457.53 1 BECKERMAN HOUSEZoning Existing Floor Area Calculations PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSZ-011931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 15/20/19HPC REVIEW 2252 BECKERMAN HOUSEZoning Proposed Floor Area Calculations PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSZ-012931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 14/10/19FAR REVIEW5/20/19HPC REVIEW 2E THEATER 001 BED 012 MEDIA/GAME 002 A B C D F G H BATH/CLOSET 013 BATH 017 BED 016 BATH 014 STORAGE A 010 MECHANICAL 006 BED 004 BATH/CLOSET 003 POWDER 009BED 015 BUILT-IN LINEN 018 LAUNDRY 005 BAR 007 BUNK/QUEEN QUEENQUEEN BUNK/QUEEN FIREPLACE ENTERTAINMENT 008 W/D W/D TV B C D A C CF G 0201 F G H I E 0403 3.23.1 G B D E F LOWER LEVEL PLAN Scale: 3/32" = 1'-0"1 3746 SQ FT LIVING 110 FOYER 108 GARAGE 106 CORRIDOR 109 TRT PATIO 111 UP KITCHEN 105 DWOVEN MDP33" x 72"HC PV Solar Disconnect porch DINING 104 LOUNGE 102 PANTRY 103 HISTORIC ENTRY 100 PWDR. 107 PARLOR 101 banquette/bar built-in built-in B C D A C CF G 0201 F G H I E 0403 3.23.1 G B D E F MAIN LEVEL PLAN Scale: 3/32" = 1'-0"2 2310.1 SQ FT 77.5 SQ FT 109.6 SQ FT634.5 SQ FT 67.6 SQ FT 45.6 SQ FT 592.8 SQ FT 46.7 SQ FT W-19W-17 W-18 M. HALL 207 M. BED 208 M. BATH 205 king CLOSET 206 cali. DN ROOF DECK 204 OPEN DNcribW-10W-09W-06 W-07 W-08 W-12W-11W-12A GUEST SUITE 204 king BATH 202 Hall 200 dormer dormer CLOS. 203 open DN B C D A C CF G 0201 F G H I E 0403 3.23.1 G B D E F UPPER LEVEL PLAN Scale: 3/32" = 1'-0"3 927.2 SQ FT 508.8 SQ FT LEGEND FLOOR AREA DECK FLOOR AREA PATIO 30" Tall Planter/Green Roof (exempt per 26.575.020.D.4.E) FRONT PORCH - EXEMPT (Less than 30" Above Grade) GARAGE AREA ROOF DECK 265.3 SQ FT GREEN ROOF ROOF ROOF GREEN ROOF GREEN ROOF GREEN ROOF 772 SQ FT 25010'-0"A 291.7 2110'-0"E 157.7 B 306.5 C 644.610'-0"F 806.5 G10'-0"500.2 H LOWER LEVEL CLG. 97'-2"10'-0"LOWER LEVEL FLOOR 87'-2" 45.5 164 25'-0"15'-9 1/4"30'-7 3/4" 23'-6 3/4"25'-0" 55'-7 3/4" 50'-0 1/4" 45.511'-8"45.5 LOWER LEVEL CLG. 97'-2" EGRESS WELL 90'-8" LOWER LEVEL FLOOR 87'-2" LOWER LEVEL CLG. 97'-2" LOWER LEVEL FLOOR 87'-2" LOWER LEVEL CLG. 97'-2" LOWER LEVEL FLOOR 87'-2" LOWER LEVEL HISTORIC CLG. 98'-8" LOWER LEVEL CLG. 97'-2" EGRESS WELL 90'-2" LOWER LEVEL FLOOR 87'-2" 274.9 D 10'-0"57'-10" 25'-0" 23'-5 1/4"1'-8"1'-8"1'-8"LOWER LEVEL FLOOR 85'-6"3'-0"EGRESS WELL 90'-8" BELOW GRADE WALLS Scale: 1/8" = 1'-0"4 931 GIBSON Subgrade Calcs SUBGRADE WALL CALCULATIONS Proposed Basement Level Exposed wall Calculations @ 931 Gibson Ave. Basement Wall Label Exposed Wall Area(Sq Ft)Total Wall Area (Sq Ft) Wall “A”0 250 Wall “B”0 157.7 Wall “C”164 306.5 Wall “D”0 274.9 Wall “E”0 291.7 Wall “F”0 644.6 Wall “G”91 806.5 Wall “H”45.5 500.2 Overall Total Wall Area (Sq Ft)3232.1 Exposed Wall Area (Sq Ft)300.5 % of Exposed Wall Area (Sq Ft) (Exposed / Total)9.3% 1 931 Gibson Proposed FAR 931 Gibson. Proposed Floor Area Calculations Allowable Single family FAR is 4530 Sq Ft. Main Level Floor Area Calculations Notes Main Level Gross Floor Area (Sq Ft)2310.1 Main Level Garage Gross Floor Area 592.8 Main Level Gross Floor Area TOTAL 2902.9 Main Level Countable Floor Area (Sq Ft)2310.1 Main Level Garage Countable Floor Area 217.8 250 SF exempt. (%50x250) 26.575.020.D.7 R-15A Zone Main Level Countable Floor Area 2527.9 Main Level Countable Floor Area TOTAL 2409.1 95.3% Exposed Wall Area Proposed 2nd Level Floor Area Calculations 2nd Level Gross Floor Area (Sq Ft)1819.1 2nd Level Countable Floor Area (Sq Ft)1699.2 Proposed Sub-Grade Floor Area Calculations Basement Gross Floor Area (Sq Ft)3746.0 Basement Level Countable Floor Area (Sq Ft)348.4 9.3% Exposed Wall Area Exempt per 26.575.020.D.8 Proposed Deck/Porch Floor Area Calculations Front Porch 77.5 Exempt per 26.575.020.D.5 Less than 30” above finished grade Patios 747.7 Exempt per 26.575.020.D.6 Rear/Side Patios Less than 6” Above Grade Covered patio 0.0 Greater than 4’ overhanging roof, all SF counts Side Porch (Historic Porch/Deck)109.6 Patio Fixed Deck 46.7 Roof Deck 508.8 Total Deck Floor Area 665.1 Exempt Deck Floor Area (Sq Ft)679.5 (4530 SF x %15)Up to %15 Exempt per 26.575.020.D.4 Deck/Porch/patio Countable Floor Area (Sq Ft)0.0 Exempt per 26.575.020.D.4 Proposed Gross Floor Area (Sq Ft)8468.0 Proposed Total FAR (Sq Ft)4456.7 4530 SF max allowable FAR REMAINING FAR: 73.3 1 253 BECKERMAN HOUSEZoning Proposed Floor Area Calculations PBW & EDP JOB #: SHEET TITLE: COPYRIGHT 2019 PO Box 6762 15 Kearns Rd. Snowmass Village, CO 81615 info@fandmarchitect.com 970.987.2707 DRAWN: PRINTED: CHECKED:DATEFSS 18014 5/20/19 F & M A R C H I T E C T SREMARKSZ-013931 Gibson Ave.Aspen CO, 81611City of Aspen Building Dept.1/30/19HPC REVIEW 14/10/19FAR REVIEW5/20/19HPC REVIEW 2610.1 1 410.4 2 25.4 3 25'-0" 34'-3 3/4" MAIN LEVEL T.O. PLY 98'-6" 542.4 23'-7" 7'-3"27'-0 3/4" MAIN LEVEL CLG. 108'-6" 235.2 4 410.4 25.4 215.7 199.2 5 MAIN LEVEL T.O. PLY 98'-6"10'-0"MAIN LEVEL CLG. 108'-6" 186.7 170.8 6 170.8 342.4 7 36'-8 1/4"10'-0"9'-2"9'-9"1'-6"342.4 166.4 8 17'-1"19'-11" 2'-6 1/2"23'-6 1/4" 3'-1 1/4"30'-0"3'-7" HISTORIC MAIN LEVEL 100'-0" HISTORIC MAIN LEVEL CLG. 109'-9" 166.4 9'-9"6"17'-1" 63.8 11 195.4 166.4 9'-9"6"HISTORIC MAIN LEVEL 100'-0" HISTORIC MAIN LEVEL CLG. 109'-9" 195.4 9 17'-1"6'-6 1/2" 63.8 166.4 10 321.1 12 32'-11 1/4" 321.1 243.8 13 25'-0" 243.8 HISTORIC MAIN LEVEL 100'-0" HISTORIC MAIN LEVEL CLG. 109'-9" 153.8 14 15'-9 1/4"7'-8"1'-6"30'-7 3/4"9'-2"MAIN LEVEL T.O. PLY 98'-6" MAIN LEVEL CLG. 108'-6" 280.9 15 153.8 253.2 303.1 16 248.1 16'-4"7'-3" 23'-7"15'-5 1/4"2'-8 1/2"18'-1 3/4"6"15'-5 1/4"2'-8 1/2"9'-0"1'-0"9'-8 1/4"9'-9"9'-9"14'-11 1/2" MAIN LEVEL BELOW GRADE WALLS Scale: 1/8" = 1'-0"8 THEATER 001 BED 012 MEDIA/GAME 002 BATH/CLOSET 013 BATH 017 BED 016 BATH 014 STORAGE A 010 MECHANICAL 006 BED 004 BATH/CLOSET 003 POWDER 009BED 015 BUILT-IN LINEN 018 LAUNDRY 005 BAR 007 BUNK/QUEEN QUEENQUEEN BUNK/QUEEN FIREPLACE ENTERTAINMENT 008 W/D W/D TV B C D A C CF G 0201 F G H I E 0403 3.23.1 G B D E F LOWER LEVEL PLAN Scale: 3/32" = 1'-0"1 3746 SQ FT LIVING 110 FOYER 108 GARAGE 106 CORRIDOR 109 TRT PATIO 111 UP KITCHEN 105 DW1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 OVEN MDP33" x 72"HC PV Solar Disconnect porch DINING 104 LOUNGE 102 PANTRY 103 HISTORIC ENTRY 100 PWDR. 107 PARLOR 101 banquette/bar built-in built-in B C D A C CF G 0201 F G H I E 0403 3.23.1 G B D E F MAIN LEVEL PLAN Scale: 3/32" = 1'-0"2 2310.1 SQ FT 77.5 SQ FT 109.6 SQ FT634.5 SQ FT 67.6 SQ FT 45.6 SQ FT 592.8 SQ FT 46.7 SQ FT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 W-19W-17 W-18 M. HALL 207 M. BED 208 M. BATH 205 king CLOSET 206 cali. DN ROOF DECK 204 OPEN DNcribW-10W-09W-06 W-07 W-08 W-12W-11W-12A GUEST SUITE 204 king BATH 202 Hall 200 dormer dormer CLOS. 203 open DN B C D A C CF G 0201 F G H I E 0403 3.23.1 G B D E F UPPER LEVEL PLAN Scale: 3/32" = 1'-0"3 927.2 SQ FT 508.8 SQ FT LEGEND FLOOR AREA DECK FLOOR AREA PATIO 30" Tall Planter/Green Roof (exempt per 26.575.020.D.4.E) FRONT PORCH - EXEMPT (Less than 30" Above Grade) GARAGE AREA ROOF DECK 265.3 SQ FT GREEN ROOF ROOF ROOF GREEN ROOF GREEN ROOF GREEN ROOF 772 SQ FT 931 Gibson Proposed FAR 931 Gibson. Proposed Floor Area Calculations Allowable Single family FAR is 4530 Sq Ft. Main Level Floor Area Calculations Notes Main Level Gross Floor Area (Sq Ft)2310.1 Main Level Garage Gross Floor Area 592.8 Main Level Gross Floor Area TOTAL 2902.9 Main Level Countable Floor Area (Sq Ft)2310.1 Main Level Garage Countable Floor Area 217.8 250 SF exempt. (%50x250) 26.575.020.D.7 R-15A Zone Main Level Countable Floor Area 2527.9 Main Level Countable Floor Area TOTAL 2409.1 95.3% Exposed Wall Area Proposed 2nd Level Floor Area Calculations 2nd Level Gross Floor Area (Sq Ft)1819.1 2nd Level Countable Floor Area (Sq Ft)1699.2 Proposed Sub-Grade Floor Area Calculations Basement Gross Floor Area (Sq Ft)3746.0 Basement Level Countable Floor Area (Sq Ft)348.4 9.3% Exposed Wall Area Exempt per 26.575.020.D.8 Proposed Deck/Porch Floor Area Calculations Front Porch 77.5 Exempt per 26.575.020.D.5 Less than 30” above finished grade Patios 747.7 Exempt per 26.575.020.D.6 Rear/Side Patios Less than 6” Above Grade Covered patio 0.0 Greater than 4’ overhanging roof, all SF counts Side Porch (Historic Porch/Deck)109.6 Patio Fixed Deck 46.7 Roof Deck 508.8 Total Deck Floor Area 665.1 Exempt Deck Floor Area (Sq Ft)679.5 (4530 SF x %15)Up to %15 Exempt per 26.575.020.D.4 Deck/Porch/patio Countable Floor Area (Sq Ft)0.0 Exempt per 26.575.020.D.4 Proposed Gross Floor Area (Sq Ft)8468.0 Proposed Total FAR (Sq Ft)4456.7 4530 SF max allowable FAR REMAINING FAR: 73.3 1 931 GIBSON Subgrade Calcs SUBGRADE WALL CALCULATIONS - Main Level Proposed Basement Level Exposed wall Calculations @ 931 Gibson Ave. Basement Wall Label Exposed Wall Area(Sq Ft)Total Wall Area (Sq Ft) Wall “1”542.4 610.1 Wall “2”410.4 410.4 Wall “3”25.4 25.4 Wall “4”215.7 235.2 Wall “5”186.7 199.2 Wall “6”170.8 170.8 Wall “7”342.4 342.4 Wall “8”166.4 166.4 Wall “9”195.4 195.4 Wall “10”166.4 166.4 Wall “11”63.8 63.8 Wall “12”321.1 321.1 Wall “13”243.8 243.8 Wall “14”153.8 153.8 Wall “15”253.2 280.9 Wall “16”248.1 303.1 Overall Total Wall Area (Sq Ft)3888.2 Exposed Wall Area (Sq Ft)3705.8 % of Exposed Wall Area (Sq Ft) (Exposed / Total)95.3% 1 254 The proposed landscape design pursues the following objectives: Unite the forms of the architectures present and past with a simple, calm and cohesive landscape; Align concepts of the historic Main Street setting within the more rural, naturalized context of Gibson Avenue; Highlight the textural simplicity of historic plant species in complement with the native woodland setting; Utilize specific plant features, colors and textures to subtly pull the tones of the architectural materials into the landscape. The proposed landscape is composed of broad gestures of lawn and woodland understory that layer in concert with the structures, allowing relationships among the architecture to hold focus. The more rural, naturalized context of Gibson Avenue is held along the streetscape and around the property perimeter, while a the historic landscape context is embodied in the lawn, lilac, cottonwood, and other low plantings that surround the historic home. The act of the natural landscape meeting the proposed architecture but yielding to the lawn echoes the relationship between old and new structures and reinforces the prominence of the historic. Outdoor living spaces and circulation are minimal, are contained close to the architecture, and demonstrate simplicity in form and material. Garden interventions are similarly limited but purposeful, placed for maximum enjoyment from living spaces both exterior and interior. As species reminiscent of the historic structure’s West End heritage, cottonwood, lilac and lawn, are integrated with native grasses, chokecherry, and dogwood, the landscape welcomes the architecture into the naturalized context of the neighborhood. Note: Designs shown require further vetting for compliance with code requirements. Photos presented herein are borrowed and represent the work of other landscape architects, architects, designers and artists. Photos are provided for reference only and shall not be redistributed or published. These images are intended to convey the general concepts and feel of the project and do not in all cases directly represent the final built condition. LANDSCAPE ARCHITECTURE | HPC 931 GIBSON AVENUE Aspen | Colorado LIFT STUDIO LLC | LANDSCAPE ARCHITECTURE | PO BOX 2748 | ASPEN, CO 81612 | 970 404 5610 | WWW LIFTSTUDIOLANDSCAPE.NET 931 Gibson Avenue Design Development Package—2019-05-20 LIFT 1 255 LANDSCAPE DEVELOPMENT PLAN 0’8’16’SEC_01LIFT STUDIO LLC | LANDSCAPE ARCHITECTURE | PO BOX 2748 | ASPEN, CO 81612 | 970 404 5610 | WWW LIFTSTUDIOLANDSCAPE.NET 931 Gibson Avenue Design Development Package—2019-05-20 LIFT 2 256 WOODLAND PERIMETER LIFT STUDIO LLC | LANDSCAPE ARCHITECTURE | PO BOX 2748 | ASPEN, CO 81612 | 970 404 5610 | WWW LIFTSTUDIOLANDSCAPE.NET 931 Gibson Avenue Design Development Package—2019-05-20 LIFT 3 textured natural grasses and woodland textured natural grasses and aspens (draw from white tones) redtwig dogwood groupings (draw from brick tones) cottonwoods 257 HISTORIC SURROUND LIFT STUDIO LLC | LANDSCAPE ARCHITECTURE | PO BOX 2748 | ASPEN, CO 81612 | 970 404 5610 | WWW LIFTSTUDIOLANDSCAPE.NET 931 Gibson Avenue Design Development Package—2019-05-20 LIFT 4 lawn and ornamental trees lawn, low plants and maintained visual access lawn and lilac cottonwoods 258 CORRIDOR GARDEN LIFT STUDIO LLC | LANDSCAPE ARCHITECTURE | PO BOX 2748 | ASPEN, CO 81612 | 970 404 5610 | WWW LIFTSTUDIOLANDSCAPE.NET 931 Gibson Avenue Design Development Package—2019-05-20 LIFT 5 simple groundplane (draw from white tones) soft, calm woodland plumes winter structure (draw from brick tones) woodland textures winter structure to filter connector simple and lush viewing garden 259 HARDSCAPE MATERIALS LIFT STUDIO LLC | LANDSCAPE ARCHITECTURE | PO BOX 2748 | ASPEN, CO 81612 | 970 404 5610 | WWW LIFTSTUDIOLANDSCAPE.NET 931 Gibson Avenue Design Development Package—2019-05-20 LIFT 6 autocourt wall (brick) autocourt driveway gray stone pavers gray stone maintenance edge concrete fire feature (48” sq and low) 260 0'4' 8' Planting Plan 2019-05-17 HPC Draft Issuance Title Drawing No. Date NOT FOR CONSTRUCTIONDESIGN IS IN PROGRESS DRAFT HISTORIC WING NEW WINGCONNECTOR AUTOCOURT DRIVEWAY CORRIDOR GARDEN LIVING TERRACE (ROOFTOP PATIO) SIDEYARD UTILITIES PRELIMINARY PLANTING PLAN 0’8’16’ LIFT STUDIO LLC | LANDSCAPE ARCHITECTURE | PO BOX 2748 | ASPEN, CO 81612 | 970 404 5610 | WWW LIFTSTUDIOLANDSCAPE.NET 931 Gibson Avenue Design Development Package—2019-05-20 LIFT 7 261 0'4' 8' Lighting Plan 2019-05-14 HPC Draft Issuance Title Drawing No. Date NOT FOR CONSTRUCTIONDESIGN IS IN PROGRESS DRAFT HISTORIC WING NEW WINGCONNECTOR AUTOCOURT DRIVEWAY CORRIDOR GARDEN LIVING TERRACE (ROOFTOP PATIO) SIDEYARD UTILITIES PRELIMINARY LIGHTING PLAN 0’8’16’ LIFT STUDIO LLC | LANDSCAPE ARCHITECTURE | PO BOX 2748 | ASPEN, CO 81612 | 970 404 5610 | WWW LIFTSTUDIOLANDSCAPE.NET 931 Gibson Avenue Design Development Package—2019-05-20 LIFT 8 262 SECTION 01 | AUTOCOURT WALL (PRELIMINARY)AUTOCOURT WALL | PRELIMINARY SECTION DIAGRAM 1/4"=1'-0" 01±6"±4'-578"LIFT STUDIO LLC | LANDSCAPE ARCHITECTURE | PO BOX 2748 | ASPEN, CO 81612 | 970 404 5610 | WWW LIFTSTUDIOLANDSCAPE.NET 931 Gibson Avenue Design Development Package—2019-05-20 LIFT 9 263 TO MAINTAIN THIS PRODUCT TO ITS BEST CONDITION, PLEASE VIEW OUR CARE AND CLEANING GUIDE ON THE SUPPORT SECTION OF THE ASTRO WEBSITE. Pour entretenir au mieux ce produit, veuillez consulter notre guide d’entretien et de nettoyage, dans la rubrique d’aide sur le site Web d’Astro. Um dieses Produkt im besten Zustand zu erhalten, beachten Sie bitte unseren Leitfaden zu Pflege und Reinigung im Abschnitt „Support“ auf der Astro-Website. Per mantenere questo prodotto nelle sue migliori condizioni, consultare la nostra guida per la manutenzione e la pulizia nella sezione dedicata all’assistenza del sito Web Astro. THIS PRODUCT IS NOT SUITABLE FOR INSTALLATION WITHIN FIVE MILES OF THE COAST. FOR THESE ENVIRONMENTS, PLEASE FILTER PRODUCTS ON THE ASTRO WEBSITE BY ‘COASTAL’. Ce produit n’est pas adapté à une installation à 8 km environ des côtes. Pour ces environnements, veuillez rechercher des produits adaptés sur le site web d’Astro en sélectionnant la gamme “Coastal”. Dieses Produkt ist nicht für die Installation innerhalb von fünf Meilen (acht Kilometern) von einer Küste entfernt geeignet. Für solche Umgebungen filtern Sie bitte die Produkte auf der Astro-Website nach „Coastal“. Questo prodotto non è adatto per l’installazione entro 8 chilometri dalla costa. Per questi ambienti, filtrare i prodotti sul sito web Astro con il termine ‘Coastal’. MONTPARNASSE WALL GENERAL LOCATION:Exterior CLASS:CE (Class I) IP RATING:IP44 BATHROOM ZONE:Zone 2, 3 VOLTAGE:Mains 230V INSTALLATION ORIENTATION:Wall Mount - Vertical MAIN MATERIAL:Metal - Zinc DIMENSIONS:H: 330mm W: 205mm D: 240mm CUT OUT HOLE:Not Applicable RECESS DEPTH:Not Applicable FIRE RATING:Not Applicable CABLE LENGTH:Not Applicable GROSS WEIGHT:3.4kg ELECTRICAL SWITCHED:No DIMMABLE:Yes DIMMING METHOD:Lamp Dependent DRIVER INCLUDED:Not Applicable DRIVER OUTPUT CURRENT:Not Applicable DRIVER OUTPUT VOLTAGE:Not Applicable SUPPLY FREQUENCY:Not Applicable DRIVER / BALLAST VOLTAGE:Not Applicable DRIVER AVERAGE LIFESPAN:Not Applicable EFFICACY:Lamp Dependent LAMP LIGHT SOURCE:E27/ES MAXIMUM WATTAGE:60W MAX LAMP INCLUDED:No MAXIMUM LAMP LENGTH:155mm R9:Lamp Dependent MACADAM ELLIPSE:Not Applicable TILT ADJUSTABLE ANGLE:Not Applicable ROTATION ADJUSTABLE ANGLE:Not Applicable AVERAGE LIFESPAN:Lamp Dependent L70:Not Applicable BEAM ANGLE:Lamp Dependent PAGE. 01 / 02 ISSUE 1 / 16.10.18 ADDITIONAL INFORMATION SHADE INCLUDED:Not Applicable SHADE MATERIAL:Not Applicable F MARK:Suitable for mounting on flammable materials CODE:1096009 (8216) FINISH:BRONZE Frosted Glass to meet Lighting Code 264 Please note that some dimensions may vary slightly due to manufacturing tolerances, this includes cable entry and fixing holes Veuillez noter que certaines dimensions peuvent varier légèrement en raison des tolérances de fabrication, y compris l’entrée de câble et les trous de fixation. Bitte beachten Sie, dass die Maße Fertigungstoleranzen unterliegen und daher in geringem Umfang von der angegebenen Größe abweichen können. Dies gilt auch für Kabeleingänge und Befestigungslöcher. Si prega notare che possono esserci piccole variazioni in alcune dimensioni dovute alle tolleranze di produzione, queste includono l’ingresso del cavo e i fori di fissaggio. PRODUCT ELEVATIONS PAGE. 02 / 02 ISSUE 1 / 16.10.18 205mm 330mm240mm 92mm 50mm 20mm265 www.luxrled.com Copyright 2018 LuxR Limited - V3 October 2018 MICRO MICRO PATHLIGHT/STEPLIGHT CONFIGURATION ACCESSORIES PVC recessed canisterPlease refer to the canister spec sheets for more information SPECIFICATIONS: Power Up to 1 Watt, (60-360mA) Ingress Protection IP68Rating Cable H05RN-F 1m Included Material Natural Copper 316 Stainless Steel Removable Light Pin MountedEngine 1W Cree XPG-3 Chip Colour Temperature Warm White - 2700K and 3000K Neutral White - 4000k Cool White - 5000k Red, Green, Blue, Amber CRI 90+ CRI Efficiency 70 lm/w - Delivered from Luminaire with unobstructed beam Input 60-360mA Constant current (Remote) 12V AC (Integral) Warranty Electronics Warranty 5 Years Body Warranty 10 years Copper and Stainless Steel Load Rating Stainless Steel 2500kg/5500lbs Copper 1500kg/3300lbs 21.50 (7/8”) 9 (23/64”) 31.50 (1 1/4”) 20 (25/32”) 21.50 (7/8”) 20 (25/32”) 31.50 (1 1/4”) 9 (23/64”) 1000 (40”) 40 (1 1/2”) 52 (2”) INTEGRAL (12VAC) DRIVER HOUSING 266 www.luxrled.com Copyright 2018 LuxR Limited - V3 October 2018 MICRO BEAM ANGLES REMOTE DRIVER WIRED IN SERIES Often referred to as series wiring the current in a series circuit follows one path from start-to-finish with the positive of the second LED connected to the negative of the first. Series wiring allows a single driver to be mounted remotely, power-ing a number of series fittings. Often the most simplest of wiring schemes as each fitting is connected to the next in a daisy chain. It removes the need for a smaller 12 volt driver in each fitting. INTEGRAL DRIVER + TRANSFORMER In a parallel circuit all the positive connections are tied together and back to the positive output of the LED driver and all the negative connections are tied together and back to the negative output of the driver. The integral driver option allows LuxR fittings to be wired in parallel to existing or new installations where a wire wound or magnetic transformer is being used. RECOMMENDATIONS Using the PVC mounting canister will make recessed installation of this product simple. Core a hole in an existing wall or cast the conduit in. Once in place, simply push the fitting into the conduit hole. The luminaire will be retained by a silicon “O” ring. REPLACING COMPONENTS Firstly remove the luminaire from its recessed location. Unscrew the flange paying close attention to the assembly order or refer to the diagram below. Locate the item that needs to be replaced, it is imperative you replace the component with factory LuxR parts to ensure correct operation of the luminaire. When reassembling make sure all the components are in their correct order to ensure water tightness and correct light output. MICRO PATHLIGHT/STEPLIGHT The Micro luminaire range is powered by a 1 watt LuxR light engine that offers a wide choice of LED colours. The luminaire was developed to meet the challenge of delivering high quality practical accent lighting with maximum energy efficiency and a long, maintenance-free life. All LuxR luminaires offer a replaceable LED system using Cree LED chips for maximum performance and long life. Precise LED binning by Cree ensure the same colour temperature across all our luminaires which allows LuxR products to be situated close to one another without the fear of colour variance in the colours. This luminaire is extremely tough, durable and waterproof, making it ideal for installation in public spaces, large-scale projects and residential areas. Micro Steplight Micro Pathlight 267 Due to continuous improvements, the information herein may be changed without notice 9320 Boul. St-Laurent, suite 100, Montréal (Québec) Canada H2N 1N7, P.: 514.523.1339 F.: 514.525.6107 www.sistemalux.com PP - R4 Last update: August 07, 2018 MINISLOT ROUND WALL / WALL UP AND DOWN Project : Type:SPECIFICATION SHEET Page: 1 of 4 Luminaire characteristics: Power input: 14W (per lamp) Lumens: 1105 to 1190lm (per lamp for 3000K, 80 CRI) Luminaire efficacy: 78 to 85lm/W Source: White LED module (LM-80 tested) 4000K : 80CRI 3500K : 80 or 90CRI 3000K : 80 or 90CRI 2700K : 80 or 90CRI Lumen maintenance: 90% of initial lumens at 100 000 hours (L90) (LM-79 tested). Optics: Narrow Flood and flood, adjustable ±15°, up and/or down. Material: Body: Die-cast aluminum Reflector: 99.98% pure anodized aluminum Diffuser: Clear tempered glass Mounting plate: Machined aluminum Hardware: Stainless steel screws Mounting: Luminaire can be installed as up and/or downlight. Install on a standard 4" Jbox. Electrical: Integral high efficiency electronic driver, rated at 50 000 hours, 120-277V. Dimming: Available with 0-10V or Leading (TRIAC) and Trailing edge (ELV) dimming (120V only). Finish: Aluminum or Anthracite gray (RAL7022) painted finish, following a double powder paint in 3 step process: surface treatment containing ceramic nano particles (Bonderite). Epoxy primer paint. Polyester powder paint with high resistance against UV rays and harsh weather conditions. Weight: 7 / 10.4lbs (3.2 / 4.7kg) Warranty: 5 year limited warranty. Ratings: IP65, IK08 Certification: cULus listed for Wet location Collection of wall mounted luminaires for exterior applications. Exceptional European build quality with high corrosion resistant finish. Robust marine grade die-cast aluminum construction with stainless steel fasteners and factory and glass diffuser. 268 MINISLOT ROUND WALL / WALL UP AND DOWN Project : Type:SPECIFICATION SHEET Page: 2 of 4 Due to continuous improvements, the information herein may be changed without notice 9320 Boul. St-Laurent, suite 100, Montréal (Québec) Canada H2N 1N7, P.: 514.523.1339 F.: 514.525.6107 www.sistemalux.com PP - R4 Last update: August 07, 2018 4½" (115mm) Ø5½" (140mm) 8⅜" (213mm) 6⅛" (154mm)12¼" (312mm) DIMENSIONS BOTTOM VIEW SIDE VIEW S.3950 S.3952 4½" (115mm) Ø5½" (140mm) 8⅜" (213mm) 6⅛" (154mm)14" (356mm) 269 MINISLOT ROUND WALL / WALL UP AND DOWN Project : Type:SPECIFICATION SHEET Page: 3 of 4 Due to continuous improvements, the information herein may be changed without notice 9320 Boul. St-Laurent, suite 100, Montréal (Québec) Canada H2N 1N7, P.: 514.523.1339 F.: 514.525.6107 www.sistemalux.com PP - R4 Last update: August 07, 2018 2.5ft 5.0ft 7.5ft 10.0ft 12.5ft 15.0ft 2.3 840 Center Beam fc Beam Width ft 210 93.4 52.5 33.6 23.3 1.1 3.4 4.6 5.7 6.9 90° 80° 60° 40° 20° 50° 10° 0 5.300 4.417 3.533 2.650 1.767 883 -0° H CD 70° 30° 3000K - 80 CRI - Narrow flood 25° 2.5ft 5.0ft 7.5ft 10.0ft 12.5ft 15.0ft 3.6 428 Center Beam fc Beam Width ft 107 47.5 26.7 17.1 11.9 1.8 5.4 7.2 9.0 10.8 90° 80° 60° 40° 20° 50° 10° 0 2.700 2.250 1.800 1.350 900 450 -0° H CD 70° 30° 3000K - 80 CRI - Flood 45° PHOTOMETRIC DATA (REFERS TO ONE LAMP) Visit sistemalux.com for complete photometric data. LOAD (W) CCT (K) CRI OPTIC Narrow Flood Flood14W80 LUMENS (lm) EFFICACY (lm / w) MODELSMAX CANDELA (cd) 3000K 1 190 85 5 250 1 105 78 2 670 S.3950-XXX-NF S.3950-XXX-FL *USE MULTIPLIER TABLE FOR OTHER CCT AND CRI OUTPUT DATA CCT options 2700K 2700K 3000K 3000K 3500K 3500K 4000K CRI options 80CRI 90CRI 80CRI 90CRI 80CRI 90CRI 80CRI Multiplier 0.96 0.80 1 0.83 1.03 0.86 1.04 270 MINISLOT ROUND WALL / WALL UP AND DOWN Project : Type:SPECIFICATION SHEET Page: 4 of 4 Due to continuous improvements, the information herein may be changed without notice 9320 Boul. St-Laurent, suite 100, Montréal (Québec) Canada H2N 1N7, P.: 514.523.1339 F.: 514.525.6107 www.sistemalux.com PP - R4 Last update: August 07, 2018 S.3911 - Wide beam lens ACCESSORIES (TO BE ORDERED SEPARATELY) ORDERING INFO - - - - - FIXTURE MODEL S.3950 - Down OPTIC VOLTAGE FINISH DIMMING NF - Narrow flood S.3952 - Up & Down FL - Flood LED 827 - 2700K, 80 CRI 840 - 4000K, 80 CRI835 - 3500K, 80 CRI 935 - 3500K, 90 CRI 830 - 3000K, 80 CRI 927 - 2700K, 90 CRI 930 - 3000K, 90 CRI 14 - Aluminum gray 24 - Anthracite gray D10 - 0-10V dimming LTE - Leading and trailing edge dimming (120V only) S.3912 - Ellipsoidal beam lens 120 - 120V UNV - 120-277V 271 SKILL SURFACE MOUNTED - FLUSH MOUNTED Project : Type:SPECIFICATION SHEET Page: 1 of 8 Luminaire characteristics: Power input: 6 to 24W Lumens: 130 to 840lm (for 3000K, 90CRI) Luminaire efficacy: 25 to 35lm/W Source: White LED module (LM-80 tested) 3000K : 90CRI, 4000K : 90CRI. Lumen maintenance: >70% of initial lumens at 50 000 hours (LM79 tested). Optics: Accent light. Material: Body: Die-cast aluminum Diffuser: Toughened glass. Mounting: See mounting options on page 6. Electrical: See remote power supply options on page 8. Finish: White or Aluminum gray painted finish, following a double powder paint in 3 step process: surface treatment containing ceramic nano particles (Bonderite). Epoxy primer paint. Polyester powder paint with high resistance against UV rays and harsh weather conditions. Weight: 0.88 to 2.65lbs (0.4 to 1.2kg) Warranty: 5 year limited warranty. Ratings: IP65, IK08 Certification: cULus listed for Wet location Skill is a unique LED luminaire, assuring high lighting performance and total absence of glare. The most modern electronic technology is contained in the thickness of only 3 cm and provides an excellent quality of light while saving energy. Due to continuous improvements, the information herein may be changed without notice 9320 Boul. St-Laurent, suite 100, Montréal (Québec) Canada H2N 1N7, P.: 514.523.1339 F.: 514.525.6107 www.sistemalux.com JP - R6 Last update: January 16, 2019 272 SKILL SURFACE MOUNTED - FLUSH MOUNTED Project : Type:SPECIFICATION SHEET Page: 2 of 8 Due to continuous improvements, the information herein may be changed without notice 9320 Boul. St-Laurent, suite 100, Montréal (Québec) Canada H2N 1N7, P.: 514.523.1339 F.: 514.525.6107 www.sistemalux.com JP - R6 Last update: January 16, 2019 7⅞" (200mm) DIMENSIONS Miniskill Square Skill Square Skill Square Large Miniskill Round Skill Round 4⅛" (105mm) MAX 1¼" (33mm) MAX 1¼" (33mm) 10⅝" (270mm) 1⅝" (41mm) Ø 4½" (115mm) MAX 1¼" (33mm) MAX 1¼" (33mm) Ø 8⅝" (220mm) 1⅜" (35mm) 10⅝" (270mm) 4½" (114mm) Skill Rectangular Mini skill vertical S.6250 S.6260 S.6255 S.6270 S.6280 S.6240 S.6230 2⅜" (60mm) 4½" (114mm) MAX 1⅛" (29mm) 273 SKILL SURFACE MOUNTED - FLUSH MOUNTED Project : Type:SPECIFICATION SHEET Page: 3 of 8 Due to continuous improvements, the information herein may be changed without notice 9320 Boul. St-Laurent, suite 100, Montréal (Québec) Canada H2N 1N7, P.: 514.523.1339 F.: 514.525.6107 www.sistemalux.com JP - R6 Last update: January 16, 2019 Miniskill Square Skill Square Skill Square Large 5 fc2 fc 0,5 fc Mounting Height: 4ft Grid scale 1 : 4ft0,25 fc1 fc 3000K - 90 CRI - Accent light 31 20123 1 2 0 1 3 2 90° 50° 10° 0 50 100 150 200 250 300 -0° H -90° H CD 70° 30° PHOTOMETRIC DATA Visit sistemalux.com for complete photometric data. 3000K12.5W Accent light90 360 27 290 S.6260W 4000K 335 27 270 S.6260N 5 fc2 fc 0,5 fc Mounting Height: 4ft Grid scale 1 : 4ft0,25 fc1 fc 3000K - 90 CRI - Accent light 31 20123 1 2 0 1 3 2 90° 50° 10° 0 28 57 85 113 142 170 -0° H CD 70° 30° LOAD 3000K6W CCT (W)(lm)(K) CRI OPTIC Accent light90 LUMENS 185 (lm / w) EFFICACY 31 MODELS (cd) MAX CANDELA 160 S.6250W 4000K 180 30 155 S.6250N 5 fc2 fc 0,5 fc Mounting Height: 4ft Grid scale 1 : 4ft0,25 fc1 fc 3000K - 90 CRI - Accent light 31 20123 1 2 0 1 3 2 90° 50° 10° 0 107 213 320 427 533 640 -0° H CD 70° 30° 3000K24W Accent light90 840 35 635 S.6255W 4000K 830 35 625 S.6255N 274 Miniskill Vertical (S.6230) JB-REM - 4" junction box with remote power supply. Mounting adapter plate for junction box installation. Min 1½" (38mm) deep JB-UNV - 4" junction box with integral power supply. Mounting adapter plate for junction box installation. Min 1½" (38mm) deep DF-REM - Direct feed with remote power supply. Connections made inside fixture (18AWG only). Rigid or flexible conduit up to Ø1" cabtire, romex or bx. Installed directly to surface. 120-277V 24V ⅞"-1½" (21-40mm) 24V 24V FM-REM - Recessed mounted flush with surface. Remote power supply. Cast in concrete application, supplied with back box S.6256 - S.6278 Min 2⅞" (73mm) deep FM-REM - Recessed mounted flush with surface. Remote power supply. Cast in concrete application, supplied with back box S.6239. Min 2⅞" (73mm) deep JB-REM - 4" junction box with remote power supply. Mounting adapter plate for junction box installation. Min 1½" (38mm) deep JB-UNV - 4" junction box with integral power supply. Mounting adapter plate for junction box installation. Min 1½" (38mm) deep DF-REM - Direct feed with remote power supply. Connections made inside fixture (14-18AWG only). Rigid or flexible conduit up to Ø1" cabtire, romex or bx. Installed directly to surface. 120-277V 24V ¾"-1½" (19-36mm) 24V FM-REM - Recessed mounted flush with surface. Remote power supply. Cast in concrete application, supplied with back box S.6247 - S.6268 - S.6288. Min 2⅞" (73mm) deep 24V Skill (S.6260 - S.6280 - S.6240) JB-UNV - 4" junction box with integral power supply. Mounting adapter plate for junction box installation. Min 1½" (38mm) deep Skill Square Large (S.6255) SKILL SURFACE MOUNTED - FLUSH MOUNTED Project : Type:SPECIFICATION SHEET Page: 6 of 8 Due to continuous improvements, the information herein may be changed without notice 9320 Boul. St-Laurent, suite 100, Montréal (Québec) Canada H2N 1N7, P.: 514.523.1339 F.: 514.525.6107 www.sistemalux.com JP - R6 Last update: January 16, 2019 J2-REM - 2" junction box with remote power supply. Mounting adapter plate for junction box installation. Min 1⅞" (48mm) deep FW-REM - Fixture whip to remote power supply. Installed directly to surface with recessed pipe, exposed cable or electrical conduit. 24V MOUNTING OPTIONS Miniskill (S.6250 - S.6270) 24V 24V 120-277V 2⅜" (61mm) 275 SKILL SURFACE MOUNTED - FLUSH MOUNTED Project : Type:SPECIFICATION SHEET Page: 7 of 8 Due to continuous improvements, the information herein may be changed without notice 9320 Boul. St-Laurent, suite 100, Montréal (Québec) Canada H2N 1N7, P.: 514.523.1339 F.: 514.525.6107 www.sistemalux.com JP - R6 Last update: January 16, 2019 S.6250W - 3000K S.6250N - 4000K S.6260W - 3000K S.6260N - 4000K S.6280W - 3000K S.6280N - 4000K S.6270W - 3000K S.6270N - 4000K S.6240W - 3000K S.6240N - 4000K S.6255W - 3000K S.6255N - 4000K S.6230N - 4000K S.6230W - 3000K MODELS Miniskill square Skill square Skill rectangularSkill square large(1) Miniskill round Skill round Miniskill vertical UNV - 120-277V REM - 24V remote power supply VOLTAGE DF - Surface mounted with direct feed(2)JB - Surface mounted with Jbox J2 - Surface mounted with single gang box(2)(3)FW - Surface mounted with fixture whip(2)(3) FM - Recessed - flush mounted with surface(2) MOUNTING 14 - Aluminum01 - White FINISH ORDERING INFO - - - FIXTURE (1) Only available with JB and UNV. (2) Only available with REM. (3) Only available with S.6230. 276 REMOTE POWER SUPPLY OPTIONS (TO BE ORDERED SEPARATELY) SKILL SURFACE MOUNTED - FLUSH MOUNTED Project : Type:SPECIFICATION SHEET Page: 8 of 8 Due to continuous improvements, the information herein may be changed without notice 9320 Boul. St-Laurent, suite 100, Montréal (Québec) Canada H2N 1N7, P.: 514.523.1339 F.: 514.525.6107 www.sistemalux.com JP - R6 Last update: January 16, 2019 Miniskill S.6230 / 50 / 70 Skill Rectangular S.6240 Skill S.6260 / 80 * Wattage requirement for one (1) fixture (Remote fixture only). ** Contact factory for longer remote distance. 6" x 4" x 3" (152 x 102 x 76mm)20 None 30ft (9m)None None Down to ±10% 10" x 8" x 4" (254 x 203 x 102mm) 8" x 1" x 2" (203 x 25 x 51mm)75 60 30ft (9m) 30ft (9m) Dimming rangeWattsRated Indoor Indoor Outdoor Outdoor Outdoor Indoor Outdoor Dimming protocol Dimension Max distance** None 0-10V 5.2W*11W*12W* Min-Max Units Down to ±15% 14" X 5" X 2" (356 X 127 X 51mm)80 30ft (9m)Leading and trailing edge (ELV and TRIAC) None 11" x 3" x 2" (279 x 76 x 51mm)75 30ft (9m)None Down to ±10% 10" x 8" x 4" (254 x 203 x 102mm)150 25ft (7.5m)0-10V None 12" X 5" X 2" (305 X 127 X 51mm) 1 1-5 1-6 1-7 Dim 3-7 1-7 1-13 2-19 1 1-5 1-6 1-6 Dim 3-6 1-6 1-12 2-17 1-3 1-11 1-14 1-15 Dim 6-15 2-14 1-28 4-39 200 30ft (9m) Per channel 4444-0024-020-120-ND 4448-0024-060-UNV-ND 4549-0024-075-UNV-D10 4551-0024-080-120-LTE 4545-0024-075-UNV-ND 4448-0024-150-UNV-D10 4546-0024-200-2C-UNV-ND None 120V 120-277V 120-277V 120V 120-277V Voltage 120-277V 120-277V 277 Design / Diseño: Alex Fernández Camps | Gonzalo Milà / 2017 Typology: Pendant lamp Tipología: Suspensión Environment: Outdoor Ambiente: Exterior Elipse S/50/H Outdoor Net Weight: 7.69 lbs Peso Neto: 7.69 lbs 1 Box/Caja 24.02 x 24.02 x 19.69 inches | 6.5703 ft3 Gross Weight / Peso bruto: 13.67 lbs Materials: Brass, Iron, Aluminum, Medium density polyethylene. Materiales: Latón, Hierro, Aluminio, Polietileno de media densidad. Metal surfaces coated with cataphoresis and epoxy polyester paint. Estructuras de metal acabadas con cataforesis y pintura de poliéster epoxi. Light source protected by UV resistant polyethylene globe. Fuente de luz protegida por globo de polietileno y protección UV. Black waterproof neoprene cable without switch. Cable sin interruptor de neopreno negro resistente al agua. Includes a hooked rubber accessory that facilitates the temporary installation to many different placements. Incluye accesorio de goma que facilita la instalación temporal de la luminaria en diferentes espacios. Customizable: finishing Personalizable: acabado Bulbs not included Bombillas no incluidas Certifications Certificaciones Technical description / Descripción técnica:Lamps description / Descripción lámpara: Family / Familia: Elipse Interior / Indoor Exterior / Outdoor S/30 PF/30 PF/50S/30/H S/50/HS/50 120V60Hz IP-66 2 x 29 W E26 Triple CFL 2 x 10 W E26 LED A19WET 1231 Collier Road, Suite C Atlanta, GA 30318 United States T. +1 (404) 924 2342 info@boverusa.com www.boverusa.com 09/06/18, 10:3809/06/18, 10:38Ref Finishing / Acabados Ean13 3231220213U White 8435493722337 Blanco 278 Josh Rice, P.E. Woody Creek Engineering 308 South Galena Street Suite C Aspen, Colorado 81611 (970)429-8297 May 9, 2019 Eric Sechrist F&M Architects PO Box 6762 15 Kearns Road, Suite D Snowmass Village, Colorado 81615 RE: 931 Gibson Redevelopment Eric: We understand that the redevelopment of 931 Gibson Avenue will consist of demolishing the existing structure, building a lower level basement on 931 Gibson, removing the historical structure currently located at 333 Park Ave and placing the historical structure above the new basement, and adding a garage and addition above the new basement. The project will trigger a Major Grading and Drainage Design. The owner requested that Woody Creek Engineering, LLC (“WCE”) prepare a conceptual level grading and drainage plan to identify locations for stormwater elements, and utility services. Site Plan Site Access The property is bounded by a public right-of-way (“ROW”) on the north boundary line. The property is bounded on the west, south and east by private lots. Due to the location of the property, the site will be accessed from Gibson Avenue north of the property. The Grading and Drainage Plan (C200, attached) depicts a driveway connecting Gibson Avenue with the garage. Pedestrian access is depicted connecting the historical element with Gibson Avenue. The proposed driveway curb cut is located at the location of the existing curb cut. The existing curb cut is located less than 25’ from the driveway to the east. The only other driveway location where trees would not be impacted is located on the western property boundary. This alternative location is also within 25’ of a neighboring driveway. The 25’ standard cannot be met unless ROW trees are removed. The project will require a variance to locate the driveway in the proposed location. Existing Condition and Stormwater BMP Discussion Currently, there exists a structure on the property which will be removed. Stormwater treatment will be provided by grass buffers and a drywell. Water quality capture volume and retention will be provided. The site is located outside of the 100-year floodplain. There are no drainage easements on site, but there is a utility easement along the southern boundary. Pre-development runoff rates were not calculated for this project at this stage of the design because detention is not being utilized. Post-development 100-year flowrates have been exhibit O 279 931 Gibson Redevelopment May 9, 2019 Page 2 calculated (see Table 1). WQCV and retention volumes have been calculated for the Basins to be treated by the Drywell (see Table 2). Table 1. Basin Information, WQCV and Runoff Rates Table 2. WQCV and Retention Volumes BASIN NO.TOTAL BASIN AREA (SF) IMPERVIOUS AREA (SF) TOTAL BASIN AREA (ACRES) IMPERVIOUS AREA (ACRES) % IMPERVIOUS RUNOFF COEF. 5YR RUNOFF COEF. 10YR RUNOFF COEF. 100YR WQCV (CF)PEAK FLOW 5YR (CFS) PEAK FLOW 10YR (CFS) PEAK FLOW 100YR (CFS) PR:1.0 1,541.00 1541.00 0.035 0.035 100%0.90 0.92 0.96 32.7463 0.104 0.128 0.214 PR:1.1 6,528.00 0.00 0.150 0.000 0%0.06 0.15 0.35 0.0000 0.021 0.063 0.234 PR:1.2 3,160.00 79.00 0.073 0.002 3%0.10 0.19 0.38 2.6333 0.017 0.038 0.123 PR:2.0 483.00 483.00 0.011 0.011 100%0.90 0.92 0.96 10.2638 0.033 0.040 0.067 PR:2.1 594.00 594.00 0.014 0.014 100%0.90 0.92 0.96 12.6225 0.040 0.049 0.082 PR:3.0 317.00 317.00 0.007 0.007 100%0.90 0.92 0.96 6.7363 0.021 0.026 0.044 PR:3.1 7.00 7.00 0.000 0.000 100%0.90 0.92 0.96 0.1488 0.000 0.001 0.001 PR:3.2 325.00 325.00 0.007 0.007 100%0.90 0.92 0.96 6.9063 0.022 0.027 0.045 PR:3.3 251.00 251.00 0.006 0.006 100%0.90 0.92 0.96 5.3338 0.017 0.021 0.035 PR:3.4 325.00 325.00 0.007 0.007 100%0.90 0.92 0.96 6.9063 0.022 0.027 0.045 PR:3.5 127.00 127.00 0.003 0.003 100%0.90 0.92 0.96 2.6988 0.009 0.011 0.018 PR:3.6 143.00 143.00 0.003 0.003 100%0.90 0.92 0.96 3.0388 0.010 0.012 0.020 PR:3.7 26.00 26.00 0.001 0.001 100%0.90 0.92 0.96 0.5525 0.002 0.002 0.004 PR:3.8 11.00 11.00 0.000 0.000 100%0.90 0.92 0.96 0.2338 0.001 0.001 0.002 PR:3.9 25.00 25.00 0.001 0.001 100%0.90 0.92 0.96 0.5313 0.002 0.002 0.003 PR:3.10 739.00 739.00 0.017 0.017 100%0.90 0.92 0.96 15.7038 0.050 0.061 0.103 PR:3.11 739.00 739.00 0.017 0.017 100%0.90 0.92 0.96 15.7038 0.050 0.061 0.103 PR:WW1 65.00 65.00 0.001 0.001 100%0.90 0.92 0.96 1.3813 0.004 0.005 0.009 PR:WW2 36.00 36.00 0.001 0.001 100%0.90 0.92 0.96 0.7650 0.002 0.003 0.005 PR:WW3 23 23.00 0.001 0.001 100%0.90 0.92 0.96 0.4888 0.002 0.002 0.003 PR:WW4 32 32.00 0.001 0.001 100%0.90 0.92 0.96 0.6800 0.002 0.003 0.004 Total 15,497 5,888 0.356 0.135 38%126.075 0.431 0.584 1.163 Drywell Basin Area (sf)WQCV (cf)WQCV w/ FS (cf)Retention (cf) PR:1.0 1541 32.7 49.1 158.0 PR:2.0 483 10.3 15.4 49.5 PR:2.1 594 12.6 18.9 60.9 PR:3.0 317 6.7 10.1 32.5 PR:3.1 7 0.1 0.2 0.7 PR:3.2 325 6.9 10.4 33.3 PR:3.3 251 5.3 8.0 25.7 PR:3.4 325 6.9 10.4 33.3 PR:3.5 127 2.7 4.0 13.0 PR:3.6 143 3.0 4.6 14.7 PR:3.7 26 0.6 0.8 2.7 PR:3.8 11 0.2 0.4 1.1 PR:3.9 25 0.5 0.8 2.6 PR:3.10 739 15.7 23.6 75.7 PR:3.11 739 15.7 23.6 75.7 PR:WW1 65 1.4 2.1 6.7 PR:WW2 36 0.8 1.1 3.7 PR:WW3 23 0.5 0.7 2.4 PR:WW4 32 0.7 1.0 3.3 Total 5809 123.4 185.2 595.4 280 931 Gibson Redevelopment May 9, 2019 Page 3 Public Improvements Curb and gutter and sidewalks will be required for this project. We show sidewalks located on the southern edge of Gibson Avenue, but the Engineering Department may require the sidewalk to be located on the northern edge of Gibson Avenue. If the sidewalk is to be located on the northern edge, the 931 Gibson Redevelopment may not be required to install the sidewalks. We will confirm this with the Engineering Department during the building permit process. Sincerely, Josh Rice, P.E. Woody Creek Engineering, LLC Attachment 1/11/20185/9/2018 281 Attachment A Conceptual Grading and Drainage Plan – C200 282 EEEEEGOSWSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWTTTTTTTTTTTTTT TTTTTTTTTTTTTTTTTTTTTCTV CTV CTV CTV CTV CTV CTV TTTTTTTHEATER001BED011MEDIA/GAME ROOM002ENTERTAINMENT ROOM004tvcredenzaBATH/CLOSET012BATH/CLOSET016BED015BED013BATH014MECHANICAL009LAUNDRY007STORAGE003CRAWL010BED006BATH/CLOSET005POWDER0031'-4"LIVING110MUD108GARAGE106CORRIDOR109TRPWDR.107TPATIO111porchDINING104LOUNGE102PARLOR101PANTRY103HISTORIC ENTRY100KITCHEN10510' HOLY CROSSELECTRICEASEMENTELECTRIC METERCATV PEDTELEPHONE PEDMAILBOXSANITARY SEWERMANHOLEEXISTING STONE WALLEXISTING BOULDER WALLEXISTING BOULDER WALL10.00 FT25.00 FT13.60 FT25.65 FTCTV CTV CTV CTV CTVCTVCTVG10.00 FT13.68 FTDRYWELLRIM:7931.90SUMP:7915.23WQCV REQUIRED (FS=1.5): 186 CF100-YR RETENTION REQUIRED: 596 CFVOLUME PROVIDED: 634 CFPR:3.0AREA=317SFPR:3.4AREA=325SFPR:3.5AREA=127SFPR:3.2AREA=325SFPR:3.3AREA=251SFPR:3.6AREA=143SFPR:3.10AREA=739SFPR:2.1AREA=594SFPR2.0AREA=483SFPR1.0AREA=1541SFPR:1.2AREA=3160SFPR:3.11AREA=739SFPR1.1AREA=6528SFCONNECT GUTTERSPR:3.2PR:3.3PR:3.1AREA=7SFPR:3.7AREA=26SFPR:3.9AREA=25SFPR:3.8AREA=11SFPR:WW2AREA=36SFPR:WW1AREA=65SFPR:WW3AREA=23SFPR:WW4AREA=32SFCONNECT GUTTERSPR:3.0CONNECT GUTTERSPR:3.7CONNECT GUTTERSPR:3.4PR:3.9CONNECT GUTTERSPR:3.10CONNECT GUTTERSPR:3.11DRIVEWAY TRENCHDRAIN CONNECTIONPR:1.0CONNECT GUTTERSPR:3.11CONNECT GUTTERSPR:3.10CONNECT GUTTERSPR:3.5PR:3.6CONNECT INTERNAL DRAINAGEPR:2.0CONNECT PATIO TRENCH DRAINPR:2.1GARAGEFFE:7932.00ADDITIONFFE:7732.50CONNECTORFFE:7932.50PATIOFFE:7932.50SECONDARYHISTORICALFFE:7933.00HISTORICALFFE:7934.00-12.0%-5.0%-4.0%-0.5 %-5.0%-4.8%UPW/DW/DUPDNFIREPLACEDOWNUPbarHP:7938.087938HP79377936793579347933793 2 7938793779367935793479337932.5079327932793279327933 793279 3 5 793379 3 4 79 3 6 -15.8%EX:1AREA:15,495 SF24.30 FT5/9/2019DATE OF PUBLICATIONC0.0COVER SHEETBECKERMAN HOUSE 931 GIBSON AVE. ASPEN, CO 816113/22/19 HPC PROGRESSWOODY CREEK ENGINEERING, LLCP.O. BOX 575WOODY CREEK, COLORADO 81656(P): 970-429-8297WOODYCREEKENGINEERING.COM5/9/19 HPC REPORT0 5 10 20 40Scale: 1" = 10'NC200GRANDING &DRAINAGENOTES:1. CURB AND GUTTER MAY BEREQUIRED AS THEPROPERTY IS NOTLOCATED IN A CURB ANDGUTTER DEFERRED ZONE.VERIFY WITH COAENGINEERING.2. SIDEWALK WILL BEREQUIRED EITHER ONNORTH OR SOUTH SIDE OFSTREET. VERIFY LOCATIONWITH COA ENGINEERING.3. HOUSE, ADDITION ANDGARAGE WATER QUALITYCAPTURE VOLUME ANDRETENTIONREQUIREMENTS SHALL BETREATED BY A DRYWELL.4. WALKWAY WATER QUALITYCAPTURE VOLUME SHALLBE TREATED BY A GRASSBUFFER TO BE LOCATEDADJACENT TO THEWALKWAY.PIPEGUTTERUTILITY SERVICEE=ELECTRICG=UNDERGROUNDGASSS=SANITARY SEWERW=WATERT=PHONE LINECTV=CABLE LINEGGWTTCTVCTV283 1 EXHIBIT d AFFIDAVIT OF PUBLIC NOTICE REQUIRED BY SECTION 26.304.060 (E), ASPEN LAND USE CODE ADDRESS OF PROPERTY: IsJ 1 (5:1 hSa V1 Aspen, CO SCHEDULED PUBLIC HEARING DATE: , 20_L�_ STATE OF COLORADO ) ) ss. County of Pitkin ) I, q4" (name, please print) being or repres nting A Applicant to the City of Aspen, Colorado, hereby personally certify that I have complied with the public notice requirements of Section 26.304.060 (E) of the Aspen Land Use Code in the following manner: ✓ Publication of notice: By the publication in the legal notice section of an official paper or a paper of general circulation in the City of Aspen at least fifteen (15) days prior to the public hearing. A copy of the publication is attached hereto. Posting of notice: By posting of notice, which form was obtained from the Community Development Department, which was made of suitable, waterproof materials, which was not less than twenty-two (22) inches wide and twenty-six (26) inches high, and which was composed of letters not less than one inch in height. Said notice was posted at least fifteen (15) days prior to the public hearing on the _ day of , 20 , to and including the date and time of the public hearing. A photograph of the posted notice (sign) is attached hereto. Mailing of notice. By the mailing of a notice obtained from the Community Development Department, which contains the information described in Section 26.304.060(E)(2) of the Aspen Land Use Code. At least fifteen (15) days prior to the public hearing, notice was hand delivered or mailed by first class postage prepaid U.S. mail to all owners of property within three hundred (300) feet of the property subject to the development application. The names and addresses of property owners shall be those on the current tax records of Pitkin County as they appeared no more than sixty (60) days prior to the date of the public hearing. A copy of the owners and governmental agencies so noticed is attached hereto. Neighborhood Outreach: Applicant attests that neighborhood outreach, summarized and attached, was conducted prior to the first public hearing as required in Section 26.304.035, Neighborhood Outreach. A copy of the neighborhood outreach summary, including the method of public notiftcation and a copy of any documentation that was presented to the public is attached hereto. (continued on next page) 1 Mineral Estate Owner Notice. By the certified mailing of notice, return receipt requested, to affected mineral estate owners by at least thirty (30) days prior to the date scheduled for the initial public hearing on the application of development. The names and addresses of mineral estate owners shall be those on the current tax records of Pitkin County. At a minimum, Subdivisions, PDs that create more than one lot, and new Planned Developments are subject to this notice requirement. Rezoning or text amendment. Whenever the official zoning district map is in any way to be changed or amended incidental to or as part of a general revision of this Title, or whenever the text of this Title is to be amended, whether such revision be made by repeal of this Title and enactment of a new land use regulation, or otherwise, the requirement of an accurate survey map or other sufficient legal description of, and the notice to and listing of names and addresses of owners of real property in the area of the proposed change shall be waived. However, the proposed zoning map shall be available for public inspection in the planning agency during all business hours for fifteen (15) days prior to the public hearing on such amendments. 1 S' ure The fore o'n "Affidavit of Notic " was ac owlediged be e me this�eay of AW, by NOTICE OF PUBLIC HEARING RE:931 Gibson Avenue WITNESS MY HAND AND OFFICIAL SEAL Public Hearing:Wednesday,June 12th.2019; 4:30 PM Meeting Location:City Hall,Cis Council Chambers 130 S.Galena St.,Aspen,CO 61611 Project Location:931 Gibson Avenue,PID#2737- My com 1ssi expires: 074-00-004.Legal description provided below. Description:The applicant is requesting approval for siting the two historic buildings from 333 Park to 931 Gibson onto a new basement. Applicant re- quests final major development approval for con- structing a new addition. Land Use Reviews:Final Major Development. Notary Public Decision Making Body: Historic Preservation Commission(HPC). Applicant:BMH Investments,LTD,1001 Fannin St. #3850.Houston.TX 77002. MARIA RENEE ESPINOZA More Information:For further information related to the project,contact Sarah Yoon at the Cis of As- NOTARY PUBLICi pen Communis Development Department,130 S. Galena St.,Aspen,CO,970.920.5144,sarah.yoon STATE OF COLORADO �cityr'eeclption ATTACHMENTS AS APPLICABLE: Legal Description:Parcel 1:A Parcel of Land situ- NOTARY I D 20184028029 aced in the Southeast,of Section 7,Township 10 South,Range 84 West of the 6th Principal Meridian TE PUBLICATION MY COMMISSION EXPIRES JULY 10,20?' more fully described as follows:Beginning at a point - when No.0I1?. South 54 52'17"East 58.10df et; PH OF THE POSTED NOTICE(SIGN) Town uaTs Thence South 3454'00"West 46.63 Leet to The True oint of WestP185.12 eet;Thence South 1l5 30'00"orth West E OWNERS AND GOVERNMENTAL AGENCIES NOTICED 86.60 feet:Thence South 63'54'00"East 155.54 feet:Thence North 34°4500"East 88.30 feet to The Point of Beginning.Parcel 2:A Tract of Land situat- ed in the Sunset Lode.U.S.M.S.No.5310,being 'CERTIFICATION OF MINERAL ESTATE OWNERS NOTICE more fully described as follows:Beginning at a point on the Easterly side line of said Sunset Lode whence Corner No.10 of East Aspen Additional ED BY C.R.S. X24-65.5-103.3 Townsite bears North 34°45'East 46.63 Feel; Thence North 63°58'West 185.12 feet to a point on the Westerly side line of said Lode;Thence follow- ing said Westerly side line North 15°30"East 17.03: Thence South 62°54'41"East 150.27 feet;Thence 39.76 feet along the arc of a curve to the right hav- ing a radius of 295.57 feet to a point on said Easter- y side;Thence following said Easterly side line South 3445'West 10.70 feet to The Point of Begin- ning.Together with any property lying Northerly of theabove described property and the Southerly line of Gibson Avenue. Published in the Aspen Times on May 23,2019 0000425803 r CITY OF • DEVELOPMENT AFFIDAVIT OF PUBLIC NOTICE REQUIRED BY SECTION 26.304.060 (E),ASPEN LAND USE CODE ADDRESS OF PROPERTY: 931 Gibson Avenue , Aspen, CO SCHEDULED PUBLIC HEARING DATE: June 12 , 20 19 STATE OF COLORADO ) ss. County of Pitkin ) 1 Sara Adams (name, please print) being or representing an Applicant to the City of Aspen, Colorado, hereby personally certify that I have complied with the public notice requirements of Section 26.304.060(E) of the Aspen Land Use Code in the following manner: Publication of notice: By the publication in the legal notice section of an official Paper or paper of general circulation in the City of Aspen at least fifteen (15) days prior to the public hearing. A copy of the publication is attached hereto. V Posting of notice: By posting of notice,which form was obtained from the Community Development Department, which was made of suitable, waterproof Materials,which was not less than twenty two (22) inches wide and twenty-six (26) Inches high, and which was composed of letters not less than one inch in height. Said notice was posted at least fifteen (15) days prior to the public hearing on the 24th day of May , 2019 ,to and including the date and time of the public hearing. A photograph of the posted notice (sign) is attached hereto: Mailing of notice. By mailing of a notice obtained from the Community Development Department,which contains the information described in Section 26.304.060(E) (2) of The Aspen Land Use Code. At least fifteen (15) days prior to the public hearing, notice was hand delivered or mailed by first class postage prepaid U.S mail to all owners of property subject to the development application. The names and addresses of property owners shall be those on the current tax records of Pitkin County as they appeared no more than sixty (60) days prior to the date of the public hearing. A copy of the owners and governmental agencies so noticed is attached hereto. Neighborhood Outreach: Applicant attests that neighborhood outreach, summarized and attached,was conducted prior to the first public hearing as required in Section 26.304.035, Neighborhood Outreach. A copy of the neighborhood outreach summary, including the method of public notification and a copy of any documentation that was presented to the public is attached hereto. (Continued on next page) 2016 • • 1 • 1 1 5050 • Mineral Estate Owner Notice. By the certified mailing of notice, return receipt requested, To affected mineral estate owners by at least thirty(30)days prior to the date scheduled for the initial public hearing on the application of development. the narnes and addresses of mineral estate owners shall be those on the current tax tax records of Pitkin County. At a minimum,Subdivision,Spas or PUDs that create more than one lot, new Planned Unit Development, and new Specially Planned Areas, are subject to this notices requirement. Rezoning or text amendment. Whenever the official zoning district map is in anyway to be changed or amended incidental to or as part of a general revision of this Title,to whenever the text of this Title is to be amended,whether such revision be made by repeal of this Title and enactment of new land use regulation,or otherwise,the requirement of an accurate survey map or other significant legal description of, and the notice to and listing of names and addresses of owners of real estate property in the ears of the proposed change shall be waived. However,the proposed zoning during all business hours for fifteen (15)days prior to the public hearing on such amendments. JG� � Siknkure The foregoing"Affidavit Notice"was acknowledged before me this day of Lal ( , 20 ( ` ` , by n (JL-alI , Ij0h�, t LAUREN LITCHET WITNESS MY HAND AND OFFICIAL SEAL NOTARY PUBLIC STATE OF COLORADO My commission expires: �3i Z.i� 3 NOTARY ID 20194003051 ,OMMISSION EXPIRES JANUARY 23,2023 Notary Public ATTACHMENTS AS APPLICABLE: • COPY OF THE PUBLICATION • PHOTOGRAPH OF THE POSTED NOTICES (SIGN) • LIST OF THE OWNERS AND GOVERNMENTAL AGENCIES NOTICED BY MAIL • APPLICANT CERTIFICATION OF MINERAL ESTATE OWNERS NOTICED AS REQIURES BY C.R.S§24-65.5-103.3 March,2016 City of Apen 1130 S.Galena St.1(970)920 5050 PUBLIC NOTICE Date : Wed . , June 12 , 2019 Time0 4 : 3Op . m . Place : 130 S . Galena St. , City Hall , Council Chambers Purpose : HPC will consider an application ication by BMH Investments , LTD , 1001 Fannin St. #3850 , Houston , TX 77002 , affecting this property. Applicant proposes to site two historic buildings from- 333 Park Ave . to 931 Gibson Ave . onto a new basement, and construct a new addition . Land Use Approvals needed : Final Major Development . For information contact Aspen Planning : 970-920-5144 . 4 7 �. � � '•�'�• �, �• � �� � rte'$ �g , � �� A,*` ^-,, �• �i�-�' :l " y w : 1{91 ' ` �- dig ��� . ��. ;�1�,.�•.� ::�•• �' '''�'�� - � r�'. �,�-�'�. •w•`' f e �i �r� - •�i`�1> `!��"�� a .rJ y� r i3�X �" e, i >t•. 4L6i_ - ♦ .'�U.0 y"`y��r. ` �_ .ice '-fc•` .-�- • - - '_ -. � ♦J r ��w r"• J. -- .ter a�i� -' r:. •• i},r`�, �j \ 11 ••. '-1 yam. . 91 •-` •. —fit As Ak �_ " Rpt .. - Yl . .i: • ':'�• tG �' J� -7; I t '�•' er -AP ,• • f -r _ � � � ' Stir .' -r_ jL•. .w �. c ui''i. ti� $ � a,.� t .s "!• ` �!( 1 '1. • •. C a V 7� p,s.. _ 40 7. PUBLICNOTICE— Ilk _ I• t P[aCO:130 S Galena St.City 1 Hall.Council Chambers 00!1; ^ BMH i =\ HPC will consider an application by rte- t; 4a, i St I TX 77002, 2iffecilling this Property Appl,cant QEPooSej from 333 Park A�e to 931 Gicson Ave onto a new basement.and It �Pprovals needed Final major to 4 J .•.. I t - 1 I Tllr�� y; �� ajar { i rr .. `rte ':-3-,�•; � :', . . - ,I. .�._ii �� -,�",�r;� " . � �•..�_ ,'•'"' 01 ' ...r./i: •y. ! �'-r - - -, - }.- rr ` 7�'!'-'r}ate '"�� <` Via. 1- l a. .�'�' r !�.•f Y y�� ~`Sar `xy.a•1! �. �4IoL I.� t � `r •!T/,moi ��" a .a-c - � ' � - '♦ , i ��A,C� �. e�¢,t 4 -# ��� ,.,y,Cx, c�.'}i..� 'iC l,'' .tet •� �, ... ' ,i td`s;, ' !• � #r _ h. r �� � �� ' �E t �"1�Z4,� i•ii' '. .W 1.�.,���i}7' w��� �'.r- jy i. ♦ ti . r "rte 1 � ••2 .i ,• } . r _ �•t - `fi. L ♦ -� 'is r i_.".,.`_ � t I �• �� Thy' ' i, 4-ATL?- n ' �^ � •. � t •• t .` °��; �„`,Y js CITYOFASPEN 130 S. Galena Street, Aspen, CO 81611 p: (970) 920.5090 w:www.aspenpitkin.com NOTICE OF PUBLIC HEARING RE: 931 Gibson Avenue Public Hearing: Wednesday, June 12th, 2019; 4:30PM Meeting Location: City Hall, City Council Chambers 130 S. Galena St., Aspen, CO 81611 Project Location: 931 Gibson Avenue, PID# 2737-074-00-004. Full legal description provided in Attachment 1. Description: The applicant is requesting approval for siting the two historic buildings from 333 Park to 931 Gibson onto a new basement. Applicant requests final major development approval for constructing a new addition. Land Use Reviews: Final Major Development. Decision Making Body: Historic Preservation Commission (HPC). Applicant: BMH Investments, LTD, 1001 Fannin St. #3850, Houston, TX 77002. More Information: For further information related to the project, contact Sarah Yoon at the City of Aspen Community Development Department, 130 S. Galena St., Aspen, CO, 970.920.5144, sarah.yoon@cityofaspen.com. 1 CITY OF ASPEN 130 S. Galena Street, Aspen, CO 81611 p: (970) 920.5090 w:www.aspenpitkin.com Attachment 1 - Legal Description of Addresses 931 Gibson Avenue Parcel 1: A Parcel of Land situated in the Southeast % of Section 7, Township 10 South, Range 84 West of the 6th Principal Meridian more fully described as follows: Beginning at a point whence corner No. 11 of the East Aspen Additional Townsite bears South 5452'17" East 58.10 feet; Thence South 34°54'00" West 46.63 feet to The True Point of Beginning; Thence North 6358'00" West 185.12 feet; Thence South 1530'00" West 86.60 feet; Thence South 6354'00" East 155.54 feet; Thence North 3445'00" East 88.30 feet to The Point of Beginning. Parcel 2: A Tract of Land situated in the Sunset Lode, U.S.M.S. No. 5310, being more fully described as follows: Beginning at a point on the Easterly side line of said Sunset Lode whence Corner No. 10 of East Aspen Additional Townsite bears North 3445' East 46.63 Feet; Thence North 63° 58' West 185.12 feet to a point on the Westerly side line of said Lode;Thence following said Westerly side line North 15°30" East 17.03; Thence South 62°54'41" East 150.27 feet; Thence 39.76 feet along the arc of a curve to the right having a radius of 295.57 feet to a point on said Easterly side; Thence following said Easterly side line South 3445' West 10.70 feet to The Point of Beginning. Together with any property lying Northerly of the above described property and the Southerly line of Gibson Avenue. 2 Pitkin County Mailing List of 300 Feet Radius From Parcel: 273707400004 on 04/30/2019 tTKIN O-IJ NT Instructions: This document contains a Mailing List formatted to be printed on Avery 5160 Labels. If printing, DO NOT "fit to page" or "shrink oversized pages." This will manipulate the margins such that they no longer line up on the labels sheet. Print actual size. Disclaimer: Pitkin County GIS presents the information and data on this web site as a service to the public. Every effort has been made to ensure that the information and data contained in this electronic system is accurate, but the accuracy may change. Mineral estate ownership is not included in this mailing list. Pitkin County does not maintain a database of mineral estate owners. Pitkin County GIS makes no warranty or guarantee concerning the completeness, accuracy, or reliability of the content at this site or at other sites to which we link. Assessing accuracy and reliability of information and data is the sole responsibility of the user. The user understands he or she is solely responsible and liable for use, modification, or distribution of any information or data obtained on this web site. http://www.pitkinmapsandmore.com ELA CHARLES S ISAAC THOMAS D REV TRST CRAVEN ELLYN KATHLEEN 140 MAPLE LN 975 KING ST 124 MAPLE LN ASPEN,CO 81611 ASPEN,CO 81611 ASPEN,CO 81611 THALBERG K MARITAL INC TRUST GIBSON MATCHLESS LLC BLEEKER STREET REV TRUST 128 HITCHING POST RD 1924 PIEDMONT CIR NE PO BOX 22 BOZEMAN, MT 59715 ATLANTA,GA 30324 ASPEN,CO 81612 DOUGHERTY THOMAS P HATANAKA HOWARD I LEILA KING LLC 5317 LIMESTONE RD 980 KING ST 4 EMBARCADERO CTR#1900 WILMINGTON,DE 19808 ASPEN,CO 81611 SAN FRANCISCO,CA 94111 FOERSTER JAMES FARR TENA D CITY OF ASPEN 0134 MAPLE LN PO BOX 7534 130 S GALENA ST ASPEN,CO 81611 SPRECKELS,CA 93962 ASPEN,CO 81611 BECKER ALAN K TRUST LAWRENCE LARRY S QPR TRUST ALVIS MARC[L 950 MATCHLESS DR 8560 RUETTE MONTE CARLO 8827 W SAM HOUSTON PKWY N#200 ASPEN,CO 81611 LA JOLLA,CA 92037 HOUSTON,TX 77040 BREBNER RICHARD BEIT SIMCHA LLC WEISMAN FAMILY LP 124 MAPLE LN 13101 PRESTON RD#200 2708 IRVING AVE S ASPEN,CO 81611 DALLAS,TX 75240 MINNEAPOLIS,MN 55406 PATTERSON KAREN&CHARLES HEARTSTONE LLC ALVIS STEVEN D 129 MAPLE LN PO BOX 151 8827 W SAM HOUSTON PKWY N#200 ASPEN,CO 81611 ASPEN,CO 81612 HOUSTON,TX 77040 SACHSE TODD 990 KING ST UNIT#4 LLC GIBSON 910 LLC 1528 WOODWARD AVE#600 1295 RIVERSIDE DR 1871 N HOWE DETROIT,MI 48226 ASPEN,CO 81611 CHICAGO,IL 60614 JUNGQUIST DAVID J REV TRUST SHEEBER AIMEE WARMING SOLVEIG 6348 HWY 36 BLVD#8 138 MAPLE LN 120 MAPLE LN SAINT PAUL,MN 55128 ASPEN,CO 81611 ASPEN,CO 81611 GIRVIN LINDA A CAIN JOHN J TRUST 981 KING STREET LLC 414 N MILL ST 18160 COTTONWOOD RD#375 PO BOX 3123 ASPEN,CO 81611 SUNRIVER,OR 97707 ASPEN,CO 81612 DODARO CHRISTINE&PETER WAGAR RICHARD H CITY OF ASPEN 930 MATCHLESS DR PO BOX 9063 130 S GALENA ST ASPEN,CO 81611 ASPEN,CO 81612 ASPEN,CO 81611 RYAN MARTHA BECK JEFFREY L&JANET SUE BROWNELL CONDO ASSOC 127 MAPLE LN 6211 RAINTREE CT 996 GIBSON AVE ASPEN,CO 81611 DALLAS,TX 75254 ASPEN,CO 81611 BENZIGER KATHERINE WAGAR RICHARD H KNIGHT ERIC 1050 MATCHLESS DR#2 PO BOX 9063 138 MAPLE LN ASPEN,CO 81611 ASPEN,CO 81612 ASPEN,CO 81611 BYARD ANNE/MORRIS JAMES LIV TRUST HAT COLORADO LLC SHOAF JEFFREY S 860 GIBSON AVE 10866 WILSHIRE BLVD#1100 PO BOX 3123 ASPEN,CO 81611 LOS ANGELES,CA 90024 ASPEN,CO 81612 HARRIS DAVID E&PATRICIA FARR TENA D 1989 TRUST SMALLS RAY 117 NEALE AVE PO BOX 7534 PO BOX 3197 ASPEN,CO 81611 SPRECKELS,CA 93962 ASPEN,CO 81612 MAPLE CHARLES A&BRYCE M 990 KING ST UNIT#2 LLC DIBELLO JACQUELINE 1250 MOUNTAIN VIEW DR 1295 RIVERSIDE DR 990 KING ST#1 ASPEN,CO 81611 ASPEN,CO 81611 ASPEN,CO 81611 MAINIAC PROPERTIES LLC 17 QUEEN LLC RUGGIERI LISA ANN 201 US ROUTE 1#226 1315 MOUNTAIN VIEW DR 136 MAPLE LN SCARBOROUGH,ME 04074 ASPEN,CO 81611 ASPEN,CO 81611 JUNGQUIST TERRI L REV TRUST CHRISTOPHER MICHAEL PATRICIA CONDO ASSOC 6348 HWY 36 BLVD#8 130 MAPLE LN COMMON AREA SAINT PAUL,MN 55128 ASPEN,CO 816112179 980 KING ST ASPEN,CO 81611 HAMILTON VIRGINIA RUTH DWS FAMILY TRUST WALDRON K BRENT 0134 MAPLE LN 1918 N OLIVE STREET#1901 PO BOX 4900 ASPEN,CO 81611 DALLAS,TX 75201 ASPEN,CO 81612 LAWRENCE MARA B QPR TRUST RACQUET CLUB CONDO ASSOC SURVIVORS TRUST 8560 RUETTE MONTE CARLO 1000 MATCHLESS DR 1352 BAY ST LA JOLLA,CA 92037 ASPEN,CO 81611 ALAMEDA,CA 94501 URBAN BLIGHT CONDO ASSOC MEADOWS JEAN R&STANLEY H FUENTE DAVID&SHEILA COMMON AREA 538 HILLSIDE DR 701 TERN POINT CIR 925 GIBSON AVE HIGHLAND PARK,IL 60035 BOCA RATON,FL 33431 ASPEN,CO 81611 SNOW ORCHID LLC KETAI JAMES A VARE DARLENE DESEDLE TRUST 1125 SAN MATEO DR 1528 WOODWARD AVE#600 1024 19TH ST#7 MENLO PARK,CA 94025 DETROIT,MI 48226 SANTA MONICA,CA 90403 LIPSEY WILLIAM S ROCKY MTN PROPERTY II LLC TEUSCHER JONATHAN W&ANNETTE L 955 KING ST 73 SMUGGLER GROVE RD 126 MAPLE LN ASPEN,CO 81611 ASPEN,CO 81611 ASPEN,CO 81611 GREENWOOD WILLIAM S SMUGGLER HOMEOWNERS ASSOCIATION PERKINS WENDY LIVING TRUST PO BOX 4778 OAK LN,COTTONWOOD LN,MAPLE LN 122 MAPLE LN ASPEN,CO 81612 ASPEN,CO 81611 ASPEN,CO 81611 BELINDA BEE CONDO 990 KING ST ASPEN,CO 81611