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HomeMy WebLinkAboutFile Documents.234 W Francis St.0118-2020-BRES (85) BendonAdams June 21, 2020 Sarah Yoon Historic Preservation Commission c/o Aspen City Hall 130 South Galena Street, 3rd Floor Aspen, CO 81611 Re: 234 West Francis Street Final HPC Review and Relocation Dear Sarah and HPC, Please accept this application for Final w Major Development Review for the a z 7r property located at 234 West Francis Street t it wg $ The property is 9,000 square feet(sf)in size, ,p t 3 and is both a designated historic local e °» landmark (Ordinance 7-1982) and a tiks ` r ,4 II designated property on the National p , „; . Register of Historic Places. There are two y contributing structures on the property J LJ =__ the main two-story landmark constructed A 14. v 6 f in 1888 and a one-story cabin circa 1880s. d I The cabin is currently a voluntary ADU.The ti voluntary deed restriction is approved to be removed with conditions. " -- �T The large two-story landmark is indicative of Figure 1:Two story landmark(left)and h/st° ``abin(right). Aspen's Queen Anne vernacular architecture typically found in the West End neighborhood and along Main Street. The simple one-story cabin,which was originally on its own lot,creates a sense of place and historic context for the primary two-story building. Background This property is referred to as the Judge Davis Waite House. David Hanson Waite was a local lawyer, publisher of the Aspen Times and was the Populist Party governor of Colorado from 1893- 1895. Waite lived at 234 West Francis before and after his term as governor until his death in 1900. Other notable residents include Herbert and Joella Bayer (1948 to 1953) and Robert O. Anderson, chairman of the Aspen Institute for Humanistic Studies (1953 - late 1980s). A Herbert Bayer designed fence and several mature cottonwood trees border Francis and Second Streets. 300 SO SPRING ST I 202 I ASPEN, CO 81611 970.925.2855 I BENDONADAMS.COM Page 1 of 208 /*f iE .I) S t / !.''-,------ *7 ! :4 Air .,-- - , . ,- -, .4 S fiA - I ,i �- .f' wit . E ! 'X Olt 4 1 mild ilili (. ' aelr.�"' Figure 2:234 Vest Francis Street, 1910. Courtesy Aspen Historical Society(AHS). RUC/ z K id e D , h t it IP t)t5 ci-91 f 9 t h F :t ic " ll'il)11 -, itidrii; r p D I (/) i 111 IV ; >01 • ® ii '- •;:1 a � �� r• ,�• 4 s �r la4f7nI HIM u Figure 3:1889 Sanborn Fire Insurance Map.Arrows indicate Figure 4:1896 Willits Map areas that have been removed/heavily altered. Page 2 of 5 Page 2 of 208 `,�► ,: i } I i t- 1 , Wm- i i __,-,—, I 'a ,:..iW / ' i 1lii Ill I ^c.. :•oa - ._ -- `x -. . . _ Figure 5:234 West Francis pre-remodel in 1974,note the changes to the cabin.Courtesy Aspen Ilistorical Society. A remodel in the 1990s resulted in major alterations to the property and replacement of original materials such as siding, porch posts and window trim. The 1990s remodel resulted in fines and enforcement by the City of Aspen for the loss of historic material outside the scope of the approved remodel project. A Certificate of Occupancy was granted on September 20, 1999 for the project after remediation conditions were satisfied. Proposal Conceptual approval was granted in February 2020 for an addition to the main two story historic home and a larger basement. Non-historic additions that do not meet the Historic Preservation Design Guidelines are approved for removal. A condition of approval for final review is addressed below: Section 1.1:Restudy the overhang feature located above the secondary entrance which is accessed from Second Street for final review. ter.�.. ._. , Ii ,J \ III, � nL{1 ;gel PM I tr (l tr f ii' ii --- s---- Ill rill I. Figure 6:Conceptual Review west elevation Page 3 of 5 Page 3 of 208 — — — — — — — — — — — — — — — — — — — Pgri Mtw;;tKrr yM1MIMlMI;TEMAWIMIM1 -------------- -----------------------------------------16041ld NEMINlNIOWELEMl4N!lNW ------ .tW I jti f f �tii jti f 1 lsl .� + � .lir � i) Figure 7:Revised Final Review west elevation The west elevation has been revised to include a shorteroverhang feature that does not connect to the landmark or to the garage. The overhang feature is simple, adds a pedestrian scale, and defines the area as a secondary A entrance similar to a more traditional side porch. A section of the metal overhang is shown in Figure 8. _ _ _ _ _ _ _ _ _ _ _ L — Figure 8:Section of proposed overhang. The cabin is proposed to be returned to the pre-1990s remodel appearance and a rear dormer is proposed to be restored to the main two story historic home. Large lightwells located on the east elevation of the main two story historic home are proposed to be reduced in size and pulled back from the street facing facade. A non-conforming lightwell located in front of the cabin facing the street is proposed to be removed. Further inspection of the cabin location and the east property line . during the preparation of this application results in a request to remove the non-historic brick chimney that sits over the property line. A simple stove pipe is proposed in a location similar to a 1910 photograph (Figure r x1 2) showing a chimney. — -= The existing basement beneath the cabin is proposed to be excavated a r' few feet deeper to align with the new basement level beneath the 2- - story landmark. Underpinning beneath both resources is required to F excavate, and therefore, "relocation" review is required. Underpinning the cabin requires the setback variations for the original location of the historic cabin be reconsidered even though the cabin is not moving. Another minor change from the conceptual approval is the height of the garage which is proposed to be 6 inches taller than the conceptual Figure 9:Existing brick chimney approval (reference Figures 6 and 7 for comparison)—this change results located over property line. Page 4 of 5 Page 4 of 208 from developing construction level documents and associated construction techniques. Significant trees along the street facades and the alley,and the Herbert Bayer fence are protected and preserved in the proposal. Relocating the garage to align with the west façade of the landmark requires a small section of the Bayer fence to be relocated to return to the newly placed garage. Thank you for reviewing this application. Please reach out if you need additional information to complete your review. Sincerely, Saw* 41.1..---. Sara Adams, AICP Exhibits A—Review Criteria A.1 HP Design Guidelines A.2 Setback Variations for original cabin location A.3 "Relocation"to underpin historic resources B—HPC Conceptual Approval C—Pre application summary D—Agreement to Pay E—Land Use application F—HOAform G—Authorization to represent H—Proof of ownership I—Vicinity Map J—Mailing List K—Material cut sheets L—Landscape M—Lighting N—Engineering report 0-Drawings Page 5 of 5 Page 5 of 208 Exhibit A— Review Criteria A.1 HP Design Guidelines 26.415.060.A Approvals Required. Any development involving properties designated on the aspen Inventory of Historic Landmark Sites and Structures, as an individual property or located within the boundaries of a Historic District, unless determined exempt, requires the approval of a development order and either a certificate of no negative effect or a certificate of appropriateness before a building permit or any other work authorization will be issued by the City. HPC shall provide referral comments for major projects to rights of way located within the boundaries of a Historic District. 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 Victorian and cabin are located in their original locations. The existing garage location is unchanged in this application. Useful open space is preserved around both historic landmarks. New construction is significantly setback from historic street facing facades and from the 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. • Opening a platted right of way which was abandoned or never graded may be encouraged on a case by case basis. Response — The character defining cottonwoods that border 234 West Francis are protected and preserved. Exhibit A Review Criteria 6.19.2020 Page 6 of 208 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—The driveway is located off the alley. 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 semiprivate entry feature,to private spaces. Response—A simple walkway into the main entry is proposed from the sidewalk to the front porch. The walkway leading to the non-historic entrance to the Cabin is removed. The entry, front porch and walkway to the Cabin was added previously when the building was converted to a rental unit. 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 paver 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 brick walkway similar to the existing walk is proposed directly to the primary door in the landmark. The large cottonwood trees along Second Street require a jog in the direct walkway to the secondary door. Paving materials for the secondary walkway and interior patio area are grey basalt stone in a running bond pattern. The secondary walkway pavers have grass planted in the seams to have a less formal appearance than the primary walkway. The driveway access into the garage is proposed to be brick in a pattern similar to the historic front walkway into the landmark. Exhibit A Review Criteria 6.19.2020 Page 7 of 208 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 — Open space on the site was approved during Conceptual Review. There is significant green space around both landmarks. 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—A conceptual drainage plan and engineering report (Exhibit N) directs drainage away from the landmarks. There is an existing drywell onsite behind the Cabin that is proposed to be removed. 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— A hot tub is located behind the cabin fully screened from the street. 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. Exhibit A Review Criteria 6.19.2020 Page 8 of 208 • The removal of non-historic planting schemes is encouraged. • Consider restoring the original landscape if information is available, including original plant materials. Response—Mature cottonwood trees that border the streets are protected and preserved. Large spruce trees along the alley are protected and existing lilacs along the interior lot line are also protected. Tree removals have been discussed and preliminarily approved by the Parks Department. 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 over textured 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. Response—A simple landscape with traditional plantings is proposed. 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—No new planting material is proposed that will damage the historic structures. Exhibit A Review Criteria 6.19.2020 Page 9 of 208 1.14 Minimize the visual impacts of landscape lighting. • Landscape and pathway lighting are 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 not located in Zone A. Pathway lighting is proposed in Zone B between the primary landmark and cabin. Fixtures are proposed at the entrance gates to both the primary and secondary entry to the property. 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. ALLEY Response— The Herbert Bayer fence is proposed to remain and be repaired where necessary. The fence in the northwest corner of the property needs to be extended slightly to accommodate ` the new location of the garage. 1.16 When possible, replicate a missing historic fence based y _ on photographic evidence. Response — The fence return at the alley shown in Figure 1 will °= I '1 match the historic fence. Figure 1:Section of fence that needs to return to new garage location. 1.17 No fence in the front yard is often the most appropriate solution. • Reserve fences for back yards and behind street facing facades, as the best way to preserve the character of a property. Response—n/a. 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. Exhibit A Review Criteria 6.19.2020 Page 10 of 208 • 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—A new 6 feet wood privacy fence is proposed between the cabin and the alley along the east property line. The existing privacy fence is located on the adjacent property according to the survey. 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—A simple horizontal wood fence is proposed along the east property line behind the cabin, as shown in Exhibit L. 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. • 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. Exhibit A Review Criteria 6.19.2020 Page 11 of 208 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—n/a. 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—The historic buildings are proposed to maintain grade similar to existing conditions. 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— The character defining cottonwoods are preserved and protected. The existing lilacs bushes along the east(interior) lot line are preserved where possible. 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— The simple historic design of the landscape is maintained in the proposal. Significant trees are protected. 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. Response—All parking is located off the alley in the garage. 1.27 Preserve and maintain significant landscaping on site. Exhibit A Review Criteria 6.19.2020 Page 12 of 208 • 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—Large lilacs are proposed to be relocated away from the historic facade to preserve both the historic material and the lilacs. 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. • Original building materials such as wood siding and brick should not be replaced with synthetic materials. Exhibit A Review Criteria 6.19.2020 Page 13 of 208 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 — The Cabin is proposed to be returned to the pre-remodel appearance using historic photographs. Any replacement materials on the Cabin will match the original as described in Guideline 2.3. Original material with integrity will be restored or repaired. Original building materials will not be covered. New materials relate to the historic dimensions and character—3"wide horizontal painted wood siding is proposed for the garage and addition and a metal roof is proposed for the gable roof garage. Lead coated copper gutters, downspouts and details are proposed throughout the project as noted on the plans. 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 has 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. Exhibit A Review Criteria 6.19.2020 Page 14 of 208 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 facade. • Significantly increasing the amount of glass on a character defining facade 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. Response—All historic windows will be preserved, and operational components will be repaired as needed. Three windows in the main historic home on the west and east elevations are currently covered and are T'? '-'11 A. 1 . ,1 -- - r ° ri I I ' pis ,_ .: ...�.... 11 .i '1 Figure 2:Cabin,August 1974. Courtesy Aspen Historical Society. Figure 3:Current photograph of Cabin. Exhibit A Review Criteria 6.19.2020 Page 15 of 208 proposed to be restored. Window locations are restored in the Cabin as shown in the drawing set. Windows in new construction are proposed to be aluminum clad. 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. 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 facade. Significantly increasing the openings on a character defining facade 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. Exhibit A Review Criteria 6.19.2020 Page 16 of 208 • 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 keypads. Response — Original door openings and historic hardware will be preserved. The original side entry to the Cabin will be restored and the non-historic front entry will be removed. 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. • 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. Exhibit A Review Criteria 6.19.2020 Page 17 of 208 Response— The historic front porch on the main two-story historic landmark is not proposed to change. Unoriginal side entry porches on the historic home (east and west elevation)and unoriginal front and side porches on the Cabin are removed. 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. 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 as needed. Historic photographs will be used to accurately restore the Cabin. Architectural details and sections are provided in the drawing set. Exhibit A Review Criteria 6.19.2020 Page 18 of 208 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. 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 facade. • 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. Exhibit A Review Criteria 6.19.2020 Page 19 of 208 • 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. Response—The rear historic dormer, shown below, is proposed to be restored and used as venting. 46 , , ., ... ., _ .. . _ v. . , ....a • I —v)it - Nk —.31t. 7- .. .a.‘ . ,.. 4 . \ *VOL • '' be 6 1 ) \ .111 . ;— .3 • ... __ 0 _ ., Itk• . -...3. I. t , , • Pik ' * a r -4.- 1111115b -- . nrt IZI , Figure 4:Aerial photograph from Denver Public Library Western Heritage Collection. Exhibit A Review Criteria 6.19.2020 Page 20 of 208 Wood shingles are proposed for the historic resources and lead coated copper metal roof is proposed for the garage. The flat roofs will be membrane. Skylights are proposed in the garage roof only. Solar panels are proposed on the flat roof of the living room, as shown at Conceptual Review. Gutters, snow cleats, and downspouts are included in Exhibit O. Cabin 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 . r . . • will likely require preservation. . r Response — The cabin is preserved. The 3 ,p i existing non-historic brick chimney sits over ;c 4 .:`- - 4 : , J• ' the property line by 6 .". We propose to L - #ram -, remove the non-historic chimney and to add j _ 4 - r r a simple stove pipe in a central location I _ similar to the location of a chimney in the . I ' Allt , ,) is 1910 photograph. The 1898 Sanborn Map i +I , PI identifies a "S.P." aka stove pipe on the , M footprint of the cabin. t '� t* ••' '•... fi Figure 5:1910 photograph of cabin with central chimney.Photo courtesy AHS. 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. Response— The cabin is detached. Exhibit A Review Criteria 6.19.2020 Page 21 of 208 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. Response—Non-historic gingerbread details are proposed to be removed. 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. Response — The cabin has two non-historic rear additions added in the 1990s. The closet addition is proposed to be removed and the small bathroom is proposed to remain. No new additions are proposed to the cabin. 8.5 Preserve the original building materials, or match in kind when necessary. Response—Original building materials are not proposed to be removed. Any patches will match existing material. 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. Response—Original door and window openings are restored using historic photographs. 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. Response—n/a. 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. Response— The cabin is incorporated into the overall use of the property as a single-family home. Exhibit A Review Criteria 6.19.2020 Page 22 of 208 Excavation, Building Relocation, and Foundations 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. • 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. Exhibit A Review Criteria 6.19.2020 Page 23 of 208 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. 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. Response — Both historic resources are proposed to be underpinned, and potential lifted slightly if absolutely required, in order to excavate the basement. Both resources will be placed back in their Exhibit A Review Criteria 6.19.2020 Page 24 of 208 original locations with the same relationship to grade. Foundation details on the historic resources are included in Exhibit O. Building Additions 10.1 Preserve an older addition that has achieved historic significant in its own right. Response—n/a 10.2 A more recent addition that is not historically significant may be removed. Response— The 1990s addition at the rear of the two-story historic landmark and two story garage are approved for removal. 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. Response—The new rear addition is primarily one story and is a product of its own time. A simple metal brise soleil is proposed on the one-story living room addition. 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 Exhibit A Review Criteria 6.19.2020 Page 25 of 208 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— The primary two-story historic landmark is the focus of the property, the main entry point, and the tallest and most predominant structure on the property. 10.5 On a corner lot, no portion of an addition to a one-story historic resource maybe 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 street facing 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. Response—n/a. The landmark is two stories. The one story cabin is not proposed to have an addition. 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. Exhibit A Review Criteria 6.19.2020 Page 26 of 208 • 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 new addition is primarily a sloped roof with a flat roof one story connection between the two story landmark and the garage. The façade material is 3" wide horizontal cedar boards. Form and materials relate strongly to the landmark. The new openings on the west elevation facing Second Street are vertically oriented and proportional to the historic double hung windows in the landmark. The windows in the addition facing Francis Street have a more modern shape and style to differentiate new from historic.A brise soleil is proposed for the new one story addition to create some depth to the simple modern form. 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 cannot 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 addition is mostly one story and is lower than the height of the primary building. 10.9 If the addition is taller than a historic building, set it back from significant facades 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. Exhibit A Review Criteria 6.19.2020 Page 27 of 208 . 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—n/a. The addition is not taller than the historic building. A connecting element is proposed between the two story landmark and the garage. 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 addition is located to the rear of the primary building and is significantly setback from the front facade. A full basement exists and is proposed to be enlarged. 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—Roof forms were approved during Conceptual Design Review. 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 — n/a. The addition does not obscure historically important features, but rather highlights and restores character defining features. 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 facades to preserve the original profile of the historic resource. . Set the addition back from street facing facades a distance approximately equal to its height. Response—n/a. Exhibit A Review Criteria 6.19.2020 Page 28 of 208 10.15 The roof form of a rooftop addition must be in character with the historic building. Response—n/a. Accessibility, Architectural Lighting, Mechanical Equip., Service Areas 12.2 Original light fixtures must be maintained. When there is evidence as to the appearance of original fixtures that are no longer present, a replication is appropriate. 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. Response —A lighting plan and fixtures are proposed as Exhibit M. Lighting is minimal and functional considering the owner's desire to utilize outdoor space. 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 facade. • 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. Exhibit A Review Criteria 6.19.2020 Page 29 of 208 Response—A mechanical room is located in the basement and mechanical equipment is consolidated in an enclosure located at the rear of the garage/addition. Venting is consolidated as much as possible and will continue to be consolidated as the project proceeds to construction documents for permit. We will work with Staff and monitor to minimize penetrations in the landmark beyond what is already shown in the drawing set. A.2 Setback Variations 26.415.110.C. Variations. Dimensional variations are allowed for projects involving designated properties to create development that is more consistent with the character of the historic property or district than what would be required by the underlying zoning's dimensional standards. 1. The HPC may grant variations of the Land Use Code for designated properties to allow: a) Development in the side, rear and front setbacks; b) Development that does not meet the minimum distance requirements between buildings; c) Up to five percent(5%) additional site coverage; d) Less public amenity than required for the on-site relocation of commercial historic properties. 2. In granting a variance,the HPC must make a finding that such a variance: a) Is similar to the pattern,features and character of the historic property or district; and/or b) Enhances or mitigates an adverse impact to the historic significance or architectural character of the historic property, an adjoining designated historic property or ii historic district. II Z h II � 77 — Response—A variation for the original location of the jj :x x cabin is requested to allow undepinning of the resource and to allow the existing basement to be excavated a few feet deeper than current condition. The location of the II cabin, roughly 0'from property line, is shown on the N Sanborn Maps as the historic condition. Criteria 2.a and 2.b are met in the variation request. ti N II � u 8 Figure 6:1889 Sanborn map showing location of cabin on property line between lots m and n. Exhibit A Review Criteria 6.19.2020 Page 30 of 208 A.3 Relocation 26.415.090. Relocation of designated historic properties. The intent of this Chapter is to preserve designated historic properties in their original locations as much of their significance is embodied in their setting and physical relationship to their surroundings as well as their association with events and people with ties to particular site. However, it is recognized that occasionally the relocation of a property may be appropriate as it provides an alternative to demolition or because it only has a limited impact on the attributes that make it significant. C. Standards for the relocation of designated properties. Relocation for a building,structure or object will be approved if it is determined that it meets any one of the following standards: 1. It is considered a noncontributing element of a historic district and its relocation will not affect the character of the historic district; or 2. It does not contribute to the overall character of the historic district or parcel on which it is located and its relocation will not have an adverse impact on the Historic District or property; or 3. The owner has obtained a certificate of economic hardship; or 4. The relocation activity is demonstrated to be an acceptable preservation method given the character and integrity of the building,structure or object and its move will not adversely affect the integrity of the Historic District in which it was originally located or diminish the historic, architectural or aesthetic relationships of adjacent designated properties; and Additionally,for approval to relocate all of the following criteria must be met: 1. It has been determined that the building, structure or object is capable of withstanding the physical impacts of relocation; 2. An appropriate receiving site has been identified; and 3. An acceptable plan has been submitted providing for the safe relocation, repair and preservation of the building, structure or object including the provision of the necessary financial security. Response- The resources are proposed to remain in their current locations, but the basement is proposed to be enlarged to accommodate more floor area below grade. The request for "relocation" is to temporarily underpin, and potentially temporarily lift the resources a few feet(this needs to be determined in the field), to excavate the deeper basements. Both resources will be placed back onto their original locations with the same relationship to grade. Exhibit A Review Criteria 6.19.2020 Page 31 of 208 exhibit B RESOLUTION #5, SERIES OF 2020 A RESOLUTION OF THE ASPEN HISTORIC PRESERVATION COMMISSION (HPC) GRANTING CONCEPTUAL MAJOR DEVELOPMENT REVIEW, SETBACK VARIATIONS, AND FLOOR AREA BONUS FOR THE PROPERTY LOCATED AT 234 WEST FRANCIS STREET, LOTS K, L AND M, BLOCK 48, CITY AND TOWNSITE OF ASPEN, COLORADO PARCEL ID: 2735-124-17-003 WHEREAS, the applicant. 234 West Francis LLC, represented by BendonAdams, has requested HPC approval for Conceptual Major Development, Setback Variations, and Floor Area Bonus for the property located at 234 West Francis Street, Lots K, L and M. Block 48, City and Townsite of Aspen, Colorado: 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, for approval of Setback Variations, the application shall meet the requirements of Aspen Municipal Code Section 26.415.110.C, Setback Variations: and WHEREAS, for approval of Floor Area Bonus, the application shall meet the requirements of Aspen Municipal Code Section 26.415.110.F, Floor Area Bonus; and WHEREAS, Community Development Department staff reviewed the application for compliance with applicable review standards and recommends approval with conditions; and WHEREAS, HPC reviewed the project on November 13, 2019 and February 12, 2020. HPC considered the application, the staff memo and public comment, and found the proposal consistent with the review standards and granted approval with conditions by a vote of 6-0. NOW,THEREFORE, BE IT RESOLVED: That HPC hereby approves Conceptual Major Development, Setback Variations and Floor Area Bonus for 234 West Francis Street. Lots K. L and M, Block 48, City and Townsite of Aspen, CO as follows: HPC Resolution #5, Series of 2020 Page 1 of 3 Page 32 of 208 Section 7: Conceptual Major Development Reviews Setback Variations, and Floor Area Bonus. HPC hereby approves Conceptual Major Development, Setback Variations, and a Floor Area Bonus as proposed with the following conditions: 1.) Restudy the overhang feature located above the secondary entrance which is accessed from Second Street for Final Review. 2.) Work closely with all relevant City Departments to provide a better-defined stormwater mitigation plan that minimizes features in highly visible areas for Final Review. 3.) Design curb heights around the lightwells to be 6" or less in height. 4.) Investigate historic framing and historic documents before restoration/reconstruction changes are approved, to be reviewed by staff and monitor. 5.) Obtain a permanent encroachment license from the Engineering Department to maintain the existing location of the historic Herbert Bayer fence prior to Building Permit submission. 6.) A 472 sf floor area bonus is granted for this proposal. 7.) The following setback variations for the proposed garage addition and subgrade level are granted: a. 5' rear yard setback reduction, above and below grade b. 2'-7" west side yard setback reduction, above and below grade c. 22.-7" combined side yard setback reduction. above and below grade 8.) A development application for a Final Development Plan shall be submitted within one (1) year of the date of approval of a Conceptual Development Plan. Failure to file such an application within this time period shall render null and void the approval of the Conceptual Development Plan. The Historic Preservation Commission may. at its sole discretion and for good cause shown, grant a one-time extension of the expiration date for a Conceptual Development Plan approval for up to six (6) months provided a written request for extension is received no less than thirty (30) days prior to the expiration date. Section 2: 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. Section3: 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 HPC Resolution #5, Series of 2020 Page 2 of 3 Page 33 of 208 amended as herein provided. and the same shall be conducted and concluded under such prior ordinances. Section 4: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 12`h day of February, 2020. Approved as o Form: Approved as to Content: Z A r Bry n, Assistant City Attorney Gret ' en Gre nwood, Chair ATTEST: c Nicole Henning. City r HPC Resolution #5, Series of 2020 Page 3 of 3 Page 34 of 208 Page 35 of 208 '► exhibit C CITY OF ASPEN PRE-APPLICATION CONFERENCE SUMMARY DATE: July 02, 2019 PLANNER: Sarah Yoon, 920.5144 PROJECT NAME AND ADDRESS: 234 West Francis Street- Major Development and Variations. PARCEL ID# 2735-124-17-003 REPRESENTATIVE: Sara Adams, BendonAdams, LLC DESCRIPTION: 234 West Francis is a designated historic landmark on a 9,000 sf corner lot in the R-6 zone district. This property contains a two-story Victorian era residence, a detached historic cabin to the west, and a Herbert Bayer fence that runs along the street-facing perimeter of the property. Large cottonwood trees surround the lot and a number of trees along the alley have been identified by Parks to remain. The applicant proposes to demolish non-historic additions, including the octagon addition, with the exception of the existing two car garage located in the north west corner of the property. A new addition with a connecting element is proposed, and the applicant would like to connect the existing separate subgrade spaces into a single basement. A floor area bonus and setback variations may be requested for this proposal. Conceptual Design review will consider mass, scale and site plan. At this meeting, HPC may also consider any setback variations or benefits, if requested by the applicant. Following Conceptual, HPC will inform City Council of their decision, allowing them the opportunity to "Call-Up" aspects of the approval. This is a standard practice for all significant projects. Final Design review will consider landscape, lighting and materials. HPC will use the Historic Preservation Design Guidelines and the Land Use Code Sections that are applicable to this project to assist with their determinations. RELEVANT LAND USE CODE SECTIONS: Section Number Section Title 26.304 Common Development Review Procedures 26.415.070.D Historic Preservation - Major Development 26.415.110 Historic Preservation - Benefits 26.575.020 Calculations and Measurements 26.610 Impact fees 26.710.040 Medium-Density Residential (R-6) For your convenience- links to the Land Use Application and Land Use Code are below: Land Use Application Land Use Code Historic Preservation Design Guidelines Page 36 of 208 130 South Galena Street Aspen,CO 81611-1 9 75 I P:970.920.5000 I F:970.920.5197 I cityofaspen.com REVIEW BY: • Staff for completion and application content. • Historic Preservation Commission (HPC)for decision. REQUIRED LAND USE REVIEW(S): • Major Development Review (2-step process: Conceptual and Final), Setback Variations, Floor Area Bonus PUBLIC HEARING: • Yes NEIGHBORHOOD OUTREACH: • No PLANNING FEES: $1,950 deposit for six (6) hours of staff time. REFERRAL FEES: None. TOTAL DEPOSIT: $1,950 for Conceptual Review and $1,950 for Final Review (additional/lesser planning hours are billed/refunded at a rate of$325/hour). APPLICATION CHECKLIST - These items should first be submitted in a paper copy. Below is a list of submittal requirements for HPC Conceptual and Final reviews. For Conceptual review, all items other than those noted as Final review will need to be submitted. Final review will require all items listed below. ❑ Completed Land Use Application and signed Fee Agreement. ❑ Pre-application Conference Summary (this document). ❑ Street address and legal description of the parcel on which development is proposed to occur, consisting of a current (no older than 6 months) certificate from a title insurance company, an ownership and encumbrance report, or attorney licensed to practice in the State of Colorado, listing the names of all owners of the property, and all mortgages, judgments, liens, easements, contracts and agreements affecting the parcel, and demonstrating the owner's right to apply for the Development Application. ❑ Applicant's name, address and telephone number in a letter signed by the applicant that states the name, address and telephone number of the representative authorized to act on behalf of the applicant. ❑ HOA Compliance form (Attached). ❑ List of adjacent property owners within 300'for public hearing. ❑ An 8 1/2" by 11"vicinity map locating the parcel within the City of Aspen. ❑ Site improvement survey including topography and vegetation showing the current status, certified by a registered land surveyor, licensed in the state of Colorado. ❑ A written description of the proposal (scope of work)and written explanation of how the proposed development and any requests for variations or benefits complies with the review standards and design guidelines relevant to the application. Page 37 of 208 ❑ A proposed site plan. ❑ Scaled drawings of all proposed structure(s) or addition(s) depicting their form, including their height, massing, scale, proportions and roof plan; and the primary features of all elevations. (Please provide graphics identifying preliminary selection of primary exterior building materials for Conceptual application.) ❑ Supplemental materials to provide a visual description of the context surrounding the designated historic property including photographs and other exhibits, as needed, to accurately depict location and extent of proposed work. For Final Review,the following items will need to be submitted in addition to the items listed above: ❑ At Final application only, drawings of the street facing facades must be provided at %" scale. ❑ At Final application only, provide final selection of all exterior materials, and samples or clearly illustrated photographs. Samples are preferred for the presentation to HPC. ❑ At Final application only, provide lighting plan and landscape plan. Once the application is deemed complete by staff,the following items will then need to be submitted: ❑ Total deposit for review of the application. ❑ A digital PDF copy of the complete application packet by email to sarah.yoon@cityofaspen.com. ❑ 12 sets of all graphics printed at 11x17 Disclaimer: The foregoing summary is advisory in nature only and is not binding on the City. The summary is based on current zoning,which is subject to change in the future,and upon factual representations that may or may not be accurate. The summary does not create a legal or vested right. Page 38 of 208 exhibit D CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT Agreement to Pay Application Fees An agreement between the City of Aspen ("City")and re o roer 234 West Francis Street Please type or print in all caps 234 West Francis LLC ) BendonAdams roer er Nme ereeve Nme ere rom roer er Nme re e o Steve Ells 40 5th Avenue, New York, NY 10011 o o or b em oe sara@selldorf.com 212-219-9571 I understand that the City has adopted,via Ordinance No.0 ,Series of 2017, 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 $. flat fee for $. 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. $ 1950 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 hours of Engineering Department staff time.Additional time above the deposit amount will be billed at$325.00 per hour. City of Aspen: re Jessica Garrow,AICP N Name: Community Development Director City Use: Title: Fees Due:$ Received$ Case# November 2017 City of Aspen 1130 S. Galena St.1(970) 920 50. 0 Page 39 of 208 exhibit E CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMEN LAND USE APPLICATION Project Name and Address:234 West Francis Street Parcel ID#(REQUIRED) 2735-124-17-003 APPLICANT: Name: 234 West Francis LLC Address: 234 West Francis Street, Aspen CO Phone#: 970-925-2855 email: sara@bendonadams.com REPRESENTIVATIVE: Name: BendonAdams, Sara Adams Address: 300 S. Spring St., #202 Aspen CO 81611 email:sara@bendonadams.com Phone#: 970-925-2855 Description: Existing and Proposed Conditions The 9,000 sf property contains 2 designated historic landmarks. The primary two story landmark has non-historic additions at the rear that sit within setbacks. The one story carriage house landmark has numerous exterior alterations, sits within setbacks, and is designated as a voluntary deed restricted ADU. Both buildings have full basements. Remove non-historic addition and replace with a new addition that meets the HP design guidelines. The garage will remain in its current location and will be reduced to one story in height. Alterations will be removed from the exterior of the carriage house. The ADU is approved to be removed as noted in exhibit K. Review: HPC-final Required Land Use Review(s): Major Development- Final HP Review Growth Management Quota System(GMQS)required fields: n/a Net Leasable square footage Lodge Pillows _ Free Market dwelling units Affordable Housing dwelling units Essential Public Facility square footage Have you included the following? FEES DUE:$ 1,975 n Pre-Application Conference Summary I—I Signed Fee Agreement I x I HOA Compliance form I—I All items listed in checklist on PreApplication Conference Summary November 2017 City of Aspen 1130 S. Galena St.1(970) 920 5090 Page 40 of 208 City of Aspen Community Development Department exhibit E Aspen Historic Preservation Land Use Packet ATTACHMENT 3-Dimensional Requirements Form (Item#10 on the submittal requirements key. Not necessary for all projects.) Project: 234 WEST FRANCIS ST. Applicant: 234 WEST FRANCIS LLC,represented by BendonAdams and Selldorf Architects Project Location: LOTS K,L,M,BLOCK 48 Zone District: R-6 Lot Size: 9.000 SF Lot Area: 9000 SF (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: Existing: n/a Proposed: Number of residential units: Existing: 2 Proposed: 1 Proposed%of demolition: 44.8% DIMENSIONS: (write N/A where no requirement exists in the zone district) 3660 SF/ Floor Area: Existing: 3594.5 SF Allowable:4160 SF Proposed: 4129 SF Height W/BONUS Principal Bldg.: Existing:26'-6" Allowable: 25'4" Proposed: no change Accessory Bldg.fcarriage houselExisting:17-g Allowable: 25'-0" Proposed: no change On-Site parking: Existing:2 Required: 2 Proposed: 2 %Site coverage: Existing:29% Required: 40% MAX Proposed: 33.3% %Open Space: Existing: n/a Required: Proposed: 20'-11"/ 10'-0"/ 20'-11"/ Front Setback: Existing:28'-11" Required: 15.-0" Proposed:28'-11" Existin Re uired 10'-0° Rear Setback: g�1'-4"GARAGE q 5'-0"I;ARA(;F PYOpOSed'5' "GARAGE&Basement Combined Front/Rear: Indicate N,S, E,W Existing: 49'-9" Required: 25'-0" Proposed:38'-6' Side Setback: E Existing: 0' Required: 10'-0" Proposed: 0'maintain existing cabin variation and dig deeper basement beneath cabin. Side Setback: W Existing: 0' Required: 10'-0" Proposed: 7'- 5" Combined Sides: Existing: 0' Required: 30'-0" Proposed:_ 7'5" Distance between Existing: 23'-3" Required: 10'0" Proposed: 17'-6" buildings: Existing non-conformities or encroachments and note if encroachment licenses have been issued: Existing garage encroaches on side yard and rear yard setbacks;Historic structures encroach on both side yard setbacks Variations requested(identify the exact variances needed):variations for basement living space(5')and west side yard variation for addition/garage(7'5") and combined side yards. All variations were granted at conceptual review with the exception of the deeper basement beneath the cabin and the east side yard variation for the existing (original) cabin location. Page 41 4f 208 City of Aspen l 130 5.Galena Street.I (970)920 5090 Historic Land Use Application Requirements,Updated:March 2016 exhibit F COMMUNITY DEVELOPMENT DEPARTMENT Lim Homeowner Association Compliance Policy All land use applications within the City of Aspen are required to include a Homeowner Association Compliance Form (this form) certifying the scope of work included in the land use application complies with all applicable covenants and homeowner association policies. The certification must be signed by the property owner or Attorney representing the property owner. Name: 234 West Francis LLC Property Owner("I"): Email: Phone No.: sara@selldorf.com Address of 234 West Francis Street, Aspen CO 81611 Property: P (subject of application) I certify as follows: (pick one) X This property is not subject to a homeowners association or other form of private covenant. This property is subject to a homeowners association or private covenant and the improvements proposed in this land use application do not require approval by the homeowners association or covenant beneficiary. This property is subject to a homeowners association or private covenant and the improvements proposed in this land use application have been approved by the homeowners association or covenant beneficiary. I understand this policy and I understand the City of Aspen does not interpret, enforce, or manage the applicability, meaning or effect of private covenants or homeowner association rules or bylaws. I understand that this document is a public document. Owner signature: date: Owner printed name: or, Attorney signature: date: Attorney printed name: November 2017 City of Aspen 1130 S. Galena St. I (970)920-5090 Page 42 of 208 exhibit G b BendonAdams June 21, 2019 Jessica Garrow,AICP Community Development Director City of Aspen 130 So. Galena St. Aspen, Colorado 81611 RE: 234 West Francis Street,Aspen, CO. Ms. Garrow: Please accept this letter authorizing BendonAdams LLC to represent our ownership interests in 234 West Francis Street and act on our behalf on matters reasonably associated in securing land use approvals for the property. If there are any questions about the foregoing or if I can assist, please do not hesitate to contact me. Property—234 West Francis Street,Aspen, CO 81611 Legal Description—Block 48, Lots K, L, M, city and townsite of Aspen, Colorado Parcel ID—2735-124-17-003 Owner—234 West Francis LLC Kind Regard 234 West Francis LLC Steve Ells 40 5th Avenue New York, NY 10174 300 SO SPRING ST 1202 I ASPEN, CO 81611 970.925.2855 I BENDONADAMS.COM Page 43 of 208 exhibit H Stewart Title Company stewart title 620E Hopkins Ave Aspen, CO 81611 Real partners. Real possibilities.' Date: June 20, 2019 File Number: 461120 Property Address: 234 W Francis Street, Aspen, CO 81611 Buyer/Borrower: To Be Determined Please direct all Title inquiries to: Please direct all Closing inquiries to: Kurt Beereboom Julie Morrah Phone: (970) 925-3577 Phone: (970) 925-3577 Fax: (866)277-9353 Fax: (866) 277-9353 Email Address: Kurt.Beereboom@stewart.com Email Address:julie.morrah@stewart.com To Be Determined Delivery Method: Emailed 234 West Francis LLC, a Delaware limited liability company Delivery Method: Emailed Coldwell Banker Mason Morse Real Estate Attn: Chris Souki 514 E Hyman Ave Phone: (970) 925-7000 Aspen, CO 81611 Fax: E-Mail: c.souki@gmail.com Delivery Method: Emailed Coldwell Banker Mason Morse Real Estate Attn: Allison Goldberg 514 E Hyman Ave Phone: Aspen, CO 81611 Fax: E-Mail: agoldberg@masonmorse.com Delivery Method: Emailed WIRED FUNDS ARE REQUIRED ON ALL CASH PURCHASE TRANSACTIONS. PLEASE FEEL FREE TO CONTACT THE ESCROW OFFICE AS NOTED ABOVE. We Appreciate Your Business and Look Forward to Serving You in the Future. Page 44 of 208 stewart title ALTA COMMITMENT FOR TITLE INSURANCE ISSUED BY STEWART TITLE GUARANTY COMPANY NOTICE IMPORTANT - READ CAREFULLY: THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT. THIS COMMITMENT IS NOT AN ABSTRACT OF TITLE, REPORT OF THE CONDITION OF TITLE, LEGAL OPINION, OPINION OF TITLE, OR OTHER REPRESENTATION OF THE STATUS OF TITLE. THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE, INCLUDING ANY SEARCH AND EXAMINATION, ARE PROPRIETARY TO THE COMPANY, WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY, AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON, INCLUDING A PROPOSED INSURED. THE COMPANY'S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT. THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON. COMMITMENT TO ISSUE POLICY Subject to the Notice; Schedule B, Part I - Requirements; Schedule B, Part II - Exceptions; and the Commitment Conditions, STEWART TITLE GUARANTY COMPANY, a Texas corporation (the "Company"), commits to issue the Policy according to the terms and provisions of this Commitment. This Commitment is effective as of the Commitment Date shown in Schedule A for each Policy described in Schedule A, only when the Company has entered in Schedule A both the specified dollar amount as the Proposed Policy Amount and the name of the Proposed Insured. If all of the Schedule B, Part I - Requirements have not been met within six months after the Commitment Date, this Commitment terminates and the Company's liability and obligation end. Authorized Countersignature Stewart Title Company 620 E Hopkins Ave ,�1� qR4'j'r` Matt Morris Aspen, CO 81611 415 1%3 c President and CEO 3 1908 v tExAs �a .*. Denise C rraux Secretary For purposes of this form the"Stewart Title"logo featured above is the represented logo for the underwriter, Stewart Title Guaranty Company. This page is only a part of a 2016 ALTA°Commitment for Title Insurance. This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B, Part 1-Requirements;and Schedule B, Part II-Exceptions;and a countersignature by the Company or its issuing agent that may be in electronic form. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form(or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing anu RIcAN as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. L��o TITLE File No.: 461120 nssocuJ,un ALTA Commitment For Title Insurance 8-1-16 Page 45 of 208 Page 1 of 3 COMMITMENT CONDITIONS 1. DEFINITIONS (a) "Knowledge" or "Known": Actual or imputed knowledge, but not constructive notice imparted by the Public Records. (b) "Land": The land described in Schedule A and affixed improvements that by law constitute real property. The term "Land" does not include any property beyond the lines of the area described in Schedule A, nor any right, title, interest, estate, or easement in abutting streets, roads, avenues, alleys, lanes, ways, or waterways, but this does not modify or limit the extent that a right of access to and from the Land is to be insured by the Policy. (c) "Mortgage": A mortgage, deed of trust, or other security instrument, including one evidenced by electronic means authorized by law. (d) "Policy": Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company pursuant to this Commitment. (e) "Proposed Insured": Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment. (f) "Proposed Policy Amount": Each dollar amount specified in Schedule A as the Proposed Policy Amount of each Policy to be issued pursuant to this Commitment. (g) "Public Records": Records established under state statutes at the Commitment Date for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. (h) "Title": The estate or interest described in Schedule A. 2. If all of the Schedule B, Part I - Requirements have not been met within the time period specified in the Commitment to Issue Policy, this Commitment terminates and the Company's liability and obligation end. 3. The Company's liability and obligation is limited by and this Commitment is not valid without: (a) the Notice; (b) the Commitment to Issue Policy; (c) the Commitment Conditions; (d) Schedule A; (e) Schedule B, Part I - Requirements; (f) Schedule B, Part II - Exceptions; and (g) a countersignature by the Company or its issuing agent that may be in electronic form. 4. COMPANY'S RIGHT TO AMEND The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect, lien, encumbrance, adverse claim, or other matter recorded in the Public Records prior to the Commitment Date, any liability of the Company is limited by Commitment Condition 5. The Company shall not be liable for any other amendment to this Commitment. 5. LIMITATIONS OF LIABILITY (a) The Company's liability under Commitment Condition 4 is limited to the Proposed Insured's actual expense incurred in the interval between the Company's delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment, resulting from the Proposed Insured's good faith reliance to: (i) comply with the Schedule B, Part I - Requirements; (ii) eliminate, with the Company's written consent, any Schedule B, Part II - Exceptions; or (iii) acquire the Title or create the Mortgage covered by this Commitment. (b) The Company shall not be liable under Commitment Condition 5(a) if the Proposed Insured requested the amendment or had Knowledge of the matter and did not notify the Company about it in writing. (c) The Company will only have liability under Commitment Condition 4 if the Proposed Insured would not have incurred the expense had the Commitment included the added matter when the Commitment was first delivered to the Proposed Insured. This page is only a part of a 2016 ALTA°Commitment for Title Insurance. This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B, Part I-Requirements;and Schedule B, Part II-Exceptions;and a countersignature by the Company or its issuing agent that may be in electronic form. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form(or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing anu RIcAN as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. IA-+o TITLE File No.: 461120 ASSOCIATION ALTA Commitment For Title Insurance 8-1-16 Page 46 of 208 Page 2 of 3 (d) The Company's liability shall not exceed the lesser of the Proposed Insured's actual expense incurred in good faith and described in Commitment Conditions 5(a)(i)through 5(a)(iii)or the Proposed Policy Amount. (e) The Company shall not be liable for the content of the Transaction Identification Data, if any. (f) In no event shall the Company be obligated to issue the Policy referred to in this Commitment unless all of the Schedule B, Part I - Requirements have been met to the satisfaction of the Company. (g) In any event, the Company's liability is limited by the terms and provisions of the Policy. 6. LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT (a) Only a Proposed Insured identified in Schedule A, and no other person, may make a claim under this Commitment. (b) Any claim must be based in contract and must be restricted solely to the terms and provisions of this Commitment. (c) Until the Policy is issued, this Commitment, as last revised, is the exclusive and entire agreement between the parties with respect to the subject matter of this Commitment and supersedes all prior commitment negotiations, representations, and proposals of any kind, whether written or oral, express or implied, relating to the subject matter of this Commitment. (d) The deletion or modification of any Schedule B, Part II - Exception does not constitute an agreement or obligation to provide coverage beyond the terms and provisions of this Commitment or the Policy. (e) Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized by the Company. (f) When the Policy is issued, all liability and obligation under this Commitment will end and the Company's only liability will be under the Policy. 7. IF THIS COMMITMENT HAS BEEN ISSUED BY AN ISSUING AGENT The issuing agent is the Company's agent only for the limited purpose of issuing title insurance commitments and policies. The issuing agent is not the Company's agent for the purpose of providing closing or settlement services. 8. PRO-FORMA POLICY The Company may provide, at the request of a Proposed Insured, a pro-forma policy illustrating the coverage that the Company may provide. A pro-forma policy neither reflects the status of Title at the time that the pro-forma policy is delivered to a Proposed Insured, nor is it a commitment to insure. 9. ARBITRATION The Policy contains an arbitration clause. All arbitrable matters when the Proposed Policy Amount is $2,000,000 or less shall be arbitrated at the option of either the Company or the Proposed Insured as the exclusive remedy of the parties. A Proposed Insured may review a copy of the arbitration rules at<http://www.alta.org/arbitration>. STEWART TITLE GUARANTY COMPANY All notices required to be given the Company and any statement in writing required to be furnished the Company shall be addressed to it at P.O. Box 2029, Houston, Texas 77252-2029. This page is only a part of a 2016 ALTA°Commitment for Title Insurance. This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B, Part I-Requirements;and Schedule B, Part II-Exceptions;and a countersignature by the Company or its issuing agent that may be in electronic form. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form(or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing anu RIcAN as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. IA-+o TITLE File No.: 461120 ASSOCIATION ALTA Commitment For Title Insurance 8-1-16 Page 47 of 208 Page 3 of 3 ALTA COMMITMENT FOR TITLE INSURANCE SCHEDULE A ISSUED BY STEWART TITLE GUARANTY COMPANY Transaction Identification Data for reference only: Issuing Agent: Stewart Title Company Issuing Office: 620 E Hopkins Ave, Aspen, CO 81611 Issuing Office's ALTA® Registry ID: Loan ID Number: Commitment Number: 461120 Issuing Office File Number: 461120 Property Address: 234 W Francis Street, Aspen, CO 81611 Revision Number: 1. Commitment Date: June 7, 2019 at 8:00AM 2. Policy to be issued: Proposed Policy Amount (a) ALTA Owner's Standard Proposed Insured: To Be Determined (b) ALTA Loan Standard Proposed Insured: 3. The estate or interest in the Land described or referred to in this Commitment is: FEE SIMPLE 4. The Title is, at the Commitment Date, vested in: 234 West Francis LLC, a Delaware limited liability company 5. The Land is described as follows: See Exhibit"A"Attached Hereto This page is only a part of a 2016 ALTA® Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B, Part I-Requirements;and Schedule B, Part II- Exceptions;and a countersignature by the Company or its issuing agent that may be in electronic form. Copyright 2006-2016 American Land Title Association. All rights reserved. A+,, The use of this Form(or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing \,:,,, TI as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. :+(ios File No.:461120 ALTA Commitment For Title Insurance 8-1-16(4-2-18) Page 1 of 6 Page 48 of 208 ALTA COMMITMENT FOR TITLE INSURANCE EXHIBIT "A" LEGAL DESCRIPTION ISSUED BY STEWART TITLE GUARANTY COMPANY File No.: 461120 Lots K, L and M, Block 48, CITY AND TOWNSITE OF ASPEN, County of Pitkin, State of Colorado. This page is only a part of a 2016 ALTA° Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B, Part I-Requirements;and Schedule B, Part II- Exceptions;and a countersignature by the Company or its issuing agent that may be in electronic form. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form(or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing A ,i R l,N as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. \'.I', TI File No.:461120 '''"""'' ALTA Commitment For Title Insurance 8-1-16(4-2-18) - r Page 2of 6 Page 49 of 208 ALTA COMMITMENT FOR TITLE INSURANCE SCHEDULE B PART I ISSUED BY STEWART TITLE GUARANTY COMPANY File No.: 461120 Requirements All of the following Requirements must be met: 1. The Proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. 2. Pay the agreed amount for the estate or interest to be insured. 3. Pay the premiums, fees, and charges for the Policy to the Company. 4. Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered, and recorded in the Public Records. 5. Payment to or for the account of the grantor(s)or mortgagor(s) of the full consideration for the estate or interest to be insured. 6. Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record. 7. Evidence satisfactory to Stewart Title Guaranty Company of payment of all outstanding taxes and assessments as certified by the County Treasurer. 8. Execution of Affidavit as to Debts and Liens and its return to Stewart Title Guaranty Company. NOTE: If work has been performed on, or in connection with, the subject property (architectural drawings, soils testing, foundation work, installation of materials), please notify the Company's escrow officer within 10 days of receipt of this title commitment. 9. Payment of any and all Homeowners assessments and expenses which may be assessed to the property. 10. Execution of an acceptable survey affidavit certifying that there have been no new improvements constructed or major structural changes made on the subject property. NOTE: If improvements have been made on, or in connection with, the subject property, please notify the Company's escrow officer within 10 days of receipt of this title commitment. 11. Relating to 234 West Francis LLC, The Company requires for its review the following: a) Copy of the "Articles of Organization,"the Operating Agreement and the regulations of the limited liability company and any amendments thereof b)A certificate of good standing, evidencing that the company is in good standing in the state of its formation c) Execution and recordation of Statement of Authority pursuant to the provisions of Section 38-30- This page is only a part of a 2016 ALTA® Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B, Part I-Requirements;and Schedule B, Part II- Exceptions;and a countersignature by the Company or its issuing agent that may be in electronic form. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form(or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing A%,C RII,N as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. \'.I', TI File No.:461120 '''"""'' ALTA Commitment For Title Insurance 8-1-16(4-2-18) - r Page 3of 6 Page 50 of 208 ALTA COMMITMENT FOR TITLE INSURANCE SCHEDULE B PART I ISSUED BY STEWART TITLE GUARANTY COMPANY 172 C.R.S. Note: At the time the Company is furnished these items, the Company may make additional requirements or exceptions. 12. Deed from vested owner(s)vesting fee simple title in the purchaser(s). NOTE: Notation of the legal address of the grantee must appear on the deed as per 1976 amendment to statute on recording of deeds CRS 38-35-109 (2). 13. NOTE: The vesting deed is shown as follows: Warranty Deed recorded May 22, 2019, as Reception No. 656074. NOTE: This product is for informational purposes only. It is not a title insurance product and does not provide any form of coverage. This product is not a guarantee or assurance and does not warrant, or otherwise insure any condition, fact or circumstance. This product does not obligate this Company to issue any policies of title insurance for any subsequent transaction based on the information provided or involving the property described herein. This Company's sole liability for any error(s) relating to this product is limited to the amount that was paid for this product. This page is only a part of a 2016 ALTA® Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B, Part I-Requirements;and Schedule B, Part II- Exceptions;and a countersignature by the Company or its issuing agent that may be in electronic form. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form(or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing A%,C RII,N as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. \'.I', TI File No.:461120 '''"""'' ALTA Commitment For Title Insurance 8-1-16(4-2-18) - r Page 4 of 6 Page 51 of 208 ALTA COMMITMENT FOR TITLE INSURANCE SCHEDULE B PART II ISSUED BY STEWART TITLE GUARANTY COMPANY Exceptions File No.: 461120 THIS COMMITMENT DOES NOT REPUBLISH ANY COVENANT, CONDITION, RESTRICTION, OR LIMITATION CONTAINED IN ANY DOCUMENT REFERRED TO IN THIS COMMITMENT TO THE EXTENT THAT THE SPECIFIC COVENANT, CONDITION, RESTRICTION, OR LIMITATION VIOLATES STATE OR FEDERAL LAW BASED ON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, GENDER IDENTITY, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN. The Policy will not insure against loss or damage resulting from the terms and provisions of any lease or easement identified in Schedule A, and will include the following Exceptions unless cleared to the satisfaction of the Company: 1. Any defect, lien, encumbrance, adverse claim, or other matter that appears for the first time in the Public Records or is created, attaches, or is disclosed between the Commitment Date and the date on which all of the Schedule B, Part I - Requirements are met. 2. Rights or claims of parties in possession, not shown by the public records. 3. Easements, or claims of easements, not shown by the public records. 4. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the title that would be disclosed by an accurate and complete land survey of the Land and not shown by the public records. 5. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) Minerals of whatsoever kind, subsurface and surface substances, in, on, under and that may be produced from the Land, together with all rights, privileges, and immunities relating thereto, whether or not the matters excepted under(a), (b)or(c) are shown by the Public Records or listed in Schedule B. 7. Water rights, claims or title to water. 8. Any and all unpaid taxes and assessments and any unredeemed tax sales. 9. The effect of inclusions in any general or specific water conservancy, fire protection, soil conservation or other district or inclusion in any water service or street improvement area 10. Reservations and Exceptions as set forth in the Deed from the City of Aspen recorded November 10, 1887 in Book 59 at Page 85 providing as follows: "That no title shall be hereby acquired to any mine of gold, silver , cinnabar or copper or to any valid mining claim or possession held under existing laws. This page is only a part of a 2016 ALTA® Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B, Part I-Requirements;and Schedule B, Part II- Exceptions;and a countersignature by the Company or its issuing agent that may be in electronic form. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form(or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing A%,C RII,N as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. \'.I', TI File No.:461120 '''"""'' ALTA Commitment For Title Insurance 8-1-16(4-2-18) - r Page 5of 6 Page 52 of 208 ALTA COMMITMENT FOR TITLE INSURANCE SCHEDULE B PART II ISSUED BY STEWART TITLE GUARANTY COMPANY 11. Reservations and Exceptions as set forth in the Deed from the City of Aspen recorded December 5, 1887 in Book 59 at Page 122 providing as follows: "That no title shall be hereby acquired to any mine of gold, silver , cinnabar or copper or to any valid mining claim or possession held under existing laws. 12. Accessory Dwelling Unit Deed Restriction recorded July 7, 1993 in Book 717 at Page 197 as Reception No. 358580 and re-recorded October 20, 1993 in Book 727 at Page 572 as Reception No. 362262. 13. Curb and Gutter Improvement Agreement recorded May 12, 1994 in Book 750 at Page 360 as Reception No. 369976 and recorded September 13, 1999 as Reception No. 435425. 14. Resolution No. 27, Series of 1999 recorded June 21, 1999 as Reception No. 432431. 15. Any rights, easements, interests or claims that may exist by reason of or reflected by the following facts shown on the survey dated 4/9/2019 by Tuttle Surveying Services, Job No. 19056: Portion of Brick Walks, Concrete Pad and Chimney located outside of property boundary. Encroachment of fences along the Western and Northern boundary into right of way for N 2nd Street and Alley and encroachment of Fence into adjacent Lot along Eastern boundary 16. Lease-back Lease between 234 West Francis LLC, a Delaware limited liability company, as Lessor and Francis and Second Street LLC, as Lessee. NOTE: Exceptions 2 and 5 may be deleted from the policies, provided the seller and buyer execute the Company's affidavits, as required herein, and the Company approves such deletions. If work has been performed on, or in connection with, the subject property (architectural drawings, soils testing, foundation work, installation of materials), and the Company has not reviewed and approved lien waivers and indemnitor financials, Standard Exception 5 (mechanic lien exception)will not be deleted and no mechanic lien coverage will be furnished. Exceptions 3 and 4 may be deleted from the policies, provided the Company receives and approves the survey or survey affidavit if required herein. Exception 1 will not appear on the policies, provided the Company, or its authorized agent, conducts the closing of the proposed transaction and is responsible for the recordation of the documents. This page is only a part of a 2016 ALTA® Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B, Part I-Requirements;and Schedule B, Part II- Exceptions;and a countersignature by the Company or its issuing agent that may be in electronic form. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form(or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing A%,C RII,N as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. \'.I', TI File No.:461120 '''"""'' ALTA Commitment For Title Insurance 8-1-16(4-2-18) - r Page 6of 6 Page 53 of 208 ALTA COMMITMENT FOR TITLE INSURANCE ISSUED BY STEWART TITLE GUARANTY COMPANY File No.: 461120 STATEMENT OF CHARGES These charges are due and payable before a policy can be issued: TBD Rate 2006 Owner's Policy: $0.00 Owner's Extended Coverage: $65.00 Tax Certificate: $25.00 This page is only a part of a 2016 ALTA® Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B, Part I-Requirements;and Schedule R Part ll- Exceptions;and a countersignature by the Company or its issuing agent that may be in electronic form. NN I\`:0 11T11 Copyright 2006-2016 American Land Title Association. All rights reserved. .1(10, The use of this Form(or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing s- as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. 1; File No.:461120 Page 54 of 208 ALTA Commitment For Title Insurance 8-1-16 DISCLOSURES File No.: 461120 Pursuant to C.R.S. 10-11-122, notice is hereby given that: A. THE SUBJECT REAL PROPERTY MAY BE LOCATED IN A SPECIAL TAXING DISTRICT; B. A CERTIFICATE OF TAXES DUE LISTING EACH TAXING JURISDICTION SHALL BE OBTAINED FROM THE COUNTY TREASURER OR THE COUNTY TREASURER'S AUTHORIZED AGENT; C. INFORMATION REGARDING SPECIAL DISTRICTS AND THE BOUNDARIES OF SUCH DISTRICTS MAY BE OBTAINED FROM THE BOARD OF COUNTY COMMISSIONERS, THE COUNTY CLERK AND RECORDER, OR THE COUNTY ASSESSOR Note: Colorado Division of Insurance Regulations 8-1-2, Section 5, Paragraph G requires that "Every title entity shall be responsible for all matters which appear of record prior to the time of recording whenever the title entity conducts the closing and is responsible for recording or filing of legal documents resulting from the transaction which was closed." Provided that Stewart Title Company conducts the closing of the insured transaction and is responsible for recording the legal documents from the transaction, exception number 1 will not appear on the Owner's Title Policy and the Lender's Title Policy when issued. Note: Affirmative Mechanic's Lien Protection for the Owner may be available (typically by deletion of Exception No. 4 of Schedule B, Section 2 of the Commitment from the Owner's Policy to be issued) upon compliance with the following conditions: A. The land described in Schedule A of this commitment must be a single-family residence, which includes a condominium or townhouse unit. B. No labor or materials have been furnished by mechanics or materialmen for purposes of construction on the land described in Schedule A of this Commitment within the past 6 months. C. The Company must receive an appropriate affidavit indemnifying the Company against unfiled Mechanic's and Materialmen's Liens. D. The Company must receive payment of the appropriate premium. E. If there has been construction, improvements or major repairs undertaken on the property to be purchased, within six months prior to the Date of the Commitment, the requirements to obtain coverage for unrecorded liens will include: disclosure of certain construction information; financial information as to the seller, the builder and/or the contractor; payment of the appropriate premium; fully executed Indemnity agreements satisfactory to the company; and, any additional requirements as may be necessary after an examination of the aforesaid information by the Company. No coverage will be given under any circumstances for labor or material for which the insured has contracted for or agreed to pay. To comply with the provisions of C.R.S. 10-11-123,the Company makes the following disclosure: a. That there is recorded evidence that a mineral estate has been severed, leased or otherwise conveyed from the surface estate and that there is a substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or geothermal energy in the property; and b. That such mineral estate may include the right to enter and use the property without the surface owner's permission. NOTE: THIS DISCLOSURE APPLIES ONLY IF SCHEDULE B, SECTION 2 OF THE TITLE COMMITMENT HEREIN INCLUDES AN EXCEPTION FOR SEVERED MINERALS. Notice of Availability of a Closing Protection Letter: Pursuant to Colorado Division of Insurance Regulation 8-1-3, Section 5, Paragraph C(11)(f), a closing protection letter is available to the consumer. NOTHING HEREIN CONTAINED WILL BE DEEMED TO OBLIGATE THE COMPANY TO PROVIDE ANY OF THE COVERAGES REFERRED TO HEREIN, UNLESS THE ABOVE CONDITIONS ARE FULLY SATISFIED. Page 55 of 208 Stewart Title Guaranty Company Privacy Notice Stewart Title Companies WHAT DO THE STEWART TITLE COMPANIES DO WITH YOUR PERSONAL INFORMATION? Federal and applicable state law and regulations give consumers the right to limit some but not all sharing. Federal and applicable state law regulations also require us to tell you how we collect, share,and protect your personal information. Please read this notice carefully to understand how we use your personal information.This privacy notice is distributed on behalf of the Stewart Title Guaranty Company and its title affiliates(the Stewart Title Companies), pursuant to Title V of the Gramm-Leach-Bliley Act(GLBA). The types of personal information we collect and share depend on the product or service that you have sought through us. This information can include social security numbers and driver's license number. All financial companies, such as the Stewart Title Companies, need to share customers' personal information to run their everyday business—to process transactions and maintain customer accounts. In the section below, we list the reasons that we can share customers'personal information;the reasons that we choose to share;and whether you can limit this sharing. Reasons we can share your personal information. Do we share Can you limit this sharing? For our everyday business purposes—to process your transactions and maintain your account.This may include running the business and managing customer accounts,such as processing transactions, Yes No mailing,and auditing services,and responding to court orders and legal investigations. For our marketing purposes—to offer our products and services to Yes No you. For joint marketing with other financial companies No We don't share For our affiliates'everyday business purposes—information about your transactions and experiences.Affiliates are companies related by common ownership or control.They can be financial and non-financial Yes No companies. Our affiliates may include companies with a Stewart name; financial companies,such as Stewart Title Company For our affiliates'everyday business purposes—information about No We don't share your creditworthiness. For our affiliates to market to you—For your convenience,Stewart Yes Yes, send your first and last name, the email has developed a means for you to opt out from its affiliates marketing address used in your transaction, your Stewart file even though such mechanism is not legally required. number and the Stewart office location that is handling your transaction by email to optout@stewart.com or fax to 1-800-335-9591. For non-affiliates to market to you.Non-affiliates are companies not No We don't share related by common ownership or control.They can be financial and non-financial companies. We may disclose your personal information to our affiliates or to non-affiliates as permitted by law. If you request a transaction with a non-affiliate, such as a third party insurance company,we will disclose your personal information to that non-affiliate. [We do not control their subsequent use of information,and suggest you refer to their privacy notices.] SHARING PRACTICES How often do the Stewart Title Companies notify me We must notify you about our sharing practices when you request a transaction. about their practices? How do the Stewart Title Companies protect my To protect your personal information from unauthorized access and use,we use personal information? security measures that comply with federal law. These measures include computer,file, and building safeguards. How do the Stewart Title Companies collect my We collect your personal information,for example,when you personal information? request insurance-related services provide such information to us We also collect your personal information from others, such as the real estate agent or lender involved in your transaction, credit reporting agencies, affiliates or other companies. What sharing can I limit? Although federal and state law give you the right to limit sharing (e.g., opt out) in certain instances,we do not share your personal information in those instances. Contact us: If you have any questions about this privacy notice,please contact us at:Stewart Title Guaranty Company, 1360 Post Oak Blvd., Ste. 100, Privacy Officer, Houston,Texas 77056 File No.: 461120 Revised 11-19-2013 Page 56 of 208 exhibit 234 W Francis St - vicinity map r . ' 'iizi, . , 1 `• e)lt .4100 v ' ,may • . -.till/ I _ 2 Illpi.2.0.0 � ��47 I a 411 4 0 I I I I i 4 ifti.� 1 _ 1 r.' �' 225 . 4.4 I ! 29`at ! 1, tr , 4 lit i'IN :I* • I tiiiifit . kt ... f f • 4; , ! �306 t�tr O 'Ir//4 I v♦- . ,• v♦ 234/ Y— 4 - ! ` 232 ' ~ 4• • ,Vt ';'1 1 212 1 r Ilk -I k,., - l'?'- ' %• i,..*. . . • : .0'14? , .., .. 202 •w ftib,3077. , � t Z.la. i , k — - IP, ti."m: ,,.. - ,,, A 235 6 tr I ' 1 4 IF 47 4, N v . . td di .1". .is 7 ,,• 0 ‘. , - - -. . - '.i • Itol% l' -sii. je or. 4,, 320. , ; NIIIIIk Ig• .. •4, t t • •, •.1,4- . . . ...,..., � 7 .. .. IF _ - ..4. 4 ir _ . i � 4 — ' • ' 220 d • h - , to...* at. if A. sikal 8/6/2019, 12:52:42 PM 1:1,128 0 0.01 0.01 0.02 mi 0 Historic Sites , ' , ' ,I , ' , I , 0 0.01 0.02 0.04 km Parcel Boundary Page 57 of 208 CityofAspenGlS;City of Aspen Community Development I The CityofAspen GIS Department presents the information on this website as a service to the public.Every effort has been made to ensure exhibit J Pitkin County Mailing List of 300 Feet Radius From Parcel: 273512417003 on 02/28/2020 (Oi' K I N COUN 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 Page 58 of 208 SEWELL CARL& PEGGY 201 WEST SMUGGLER LLC SIERRA ADVISORS LP 3860 W NORTHWEST HWY#102 2121 SAGE RD#333 333 LITTLE JOHN LN DALLAS,TX 75220 HOUSTON ,TX 77056 HOUSTON,TX 77024 SMUGGLER FB3 LLC CMML PROPERTIES LLC 229 WEST SMUGGLER LLC PO BOX 2097 120 E 56TH ST#320 3509 CRESCENT AVE NAPLES, FL 34106 NEW YORK, NY 10022 DALLAS,TX 75205 234 W HALLAM/302 N 2ND ASSOC BARNHART PAUL F JR SCHERMER GREGORY P&GRANT E COMMON AREA 2121 SAGE RD#333 210 LAKE AVE 234 W HALLAM AVE HOUSTON,TX 77056 ASPEN,CO 81611-1347 ASPEN,CO 81611 ARGON LLC WEST SMUGGLER CONDO ASSOC FULLERTON JESSICA RES TRST 533 E HOPKINS AVE 3RD FL COMMON AREA 306 W FRANCIS ST ASPEN,CO 81611 322 W SMUGGLER ASPEN,CO 81611 ASPEN,CO 81611 DILLON DEE E ALLEN ASPEN RES TRUST SHADOW PROPERTY LLC 5910 OAKWOOD RD 4545 POST OAK PL#101 302 N 2ND ST MISSION HILLS, KS 66208 HOUSTON,TX 77027 ASPEN,CO 81611 210 WEST FRANCIS LLC 426 NORTH SECOND LLC SECOND AND SMUGGLER CONDO ASSOC 255 13TH AVE S#202 3509 CRESCENT AVE COMMON AREA NAPLES, FL 34102 DALLAS,TX 75205 426 N SECOND ST ASEPN,CO 81611 212 WEST FRANCIS LLC ASPEN RIVER RENDEZVOUS LLC PEARLSTONE ESTHER S 255 13TH AVE SOUTH#202 PO BOX 7138 PO BOX 8750 NAPLES, FL 34102 GARDEN CITY, NY 11530 ASPEN,CO 81612 WINTON CHARLES& BARBARA REV TRUST 326 WEST SMUGGLER LLC LEWIS JONATHAN D TRUST 2949 AVALON AVE 500 E MOORHEAD ST#200 414 N FIRST ST BERKELEY,CA 94705 CHARLOTTE,NC 28202 ASPEN,CO 81611 SCHERMER LLOYD G&BETTY A MELVIN JAMES R JR& ISABEL BERMAN RONALD REV TRUST 210 LAKE AVE 304 W HALLAM AVE 27 N WACKER DR#518 ASPEN,CO 81611-1347 ASPEN,CO 81611 CHICAGO, IL 60606 ASPEN DRAGONFLY PARTNERS LLC HANSON LUCY C FULLERTON TRUST 250 W 55TH ST 37TH FL 1775 FIR ST 306 W FRANCIS ST NEW YORK, NY 10019 PORT TOWNSEND,WA 98368 ASPEN,CO 81611 Page 59 of 208 BEASPEN LLC WEST HALLAM LLC LAKE 206 LLC AVE LAZARO CARDENAS 2400 A43 1401 NW 136TH AVE#400 PO BOX 3337 SAN PEDRO GARZA GARCIA NL 66260 MEXIC FORT LAUDERDALE, FL 333232861 BEVERLY HILLS,CA 90212 PHILLIPPE THOMAS E JR&SUSAN MARIE VICENZI GEORGE A TRUST VIBA LLC 225 W SMUGGLER ST PO BOX 2238 PO BOX I-3 ASPEN,CO 81611-1356 ASPEN,CO 81612 ASPEN,CO 81612 MOORE DIANE FABRY FAMILY TRUST CONNER MELINDA M TRUST 303 W FRANCIS 7910 RANCHO ROBERTO RD NW 11100 SANTA MONICA BLVD#1700 ASPEN,CO 81611 ALBUQUERQUE, NM 87114 LOS ANGELES,CA 90025 322 SMUGGLER LLC SAX JOEL FULLERTON JOHN RES TRST 6120 S YALE AVE#813 303 W FRANCIS ST 306 W FRANCIS ST TULSA,OK 74136 ASPEN,CO 81611 ASPEN,CO 81611 KINNEY FAMILY LP CONOVER CATHRINE M ASPEN VALENTINE LLC 307 W FRANCIS ST 1010 WISCONSIN AVE NW#550 600 MADISON AVE SUITE#1601 ASPEN,CO 81611 WASHINGTON, DC 20007 NEW YORK, NY 10022 BRUNDIGE CHELSEA C CITY OF ASPEN GOTHAM AJAX LLC 1755 SNOWMASS CREEK RD 130 S GALENA ST 600 5TH AVE FL 14 SNOWMASS,CO 81654 ASPEN,CO 81611 NEW YORK, NY 100202346 HALLAM PINES CONDO ASSOC 220-224 W HALLAM ST ASPEN,CO 81611 Page 60 of 208 exhibit K RHODES ARCHITECTURAL i . STONE -.. --i ..- NATURAL STONE EXPERTS CARBON BLACK BASALT Formed by rapidly cooled extrusions of complex dark character born of its dusky RECOMMENDED USES SURRO magma from deep within the mantle, this mineral composition. VENEER NDs QUOINS basalt displays prominent phenocrysts The versatility of Rhodes Architectural VENEER SILLS/LINTELS encased in a matrix of dark greyplagioclasePAVING COPING/CAPS p g Stones Carbon Black Basalt makes it an STAIR BLOCKS CARVED OBJECTS feldspar. Scattered throughout are excellent choice as an architectural veneer, noticeable greenish crystals of olivine.One and is well suited for paving, cobbles, and INSTALLATION of the most robust stones available,Carbon any cut-to-size application. Carbon Black Basalt may be installed in Blackany standard setting techniques:mortar or Basalt, as its name suggests, has a thinset on slab,or by sand setting. 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 HONED LEATHER • FLAMED+BRUSHED FLAMED+WATERJET TECHNICAL DATA _ ASTM TEST Rf .�-41; :� • �!:- -r'' • ', fliffr—R C97 absorption 0.19% n' rc;�'-PV- ;," ._' • • *`4rn C97 bulk gravity 185 lbs/ft3 F '..-If 4 „!� > �' !•'' ti C170 compressive strength 30,748 psi iLt ` ,. , 212MPa 1 y r • ��4 C880 flexural strength 3,510 psi vc • pg. 24.2 MPa -....�.i, to ', BUSH HAMMER SPLIT UNITED STATES OF AMERICA AUSTRALIA CHINA TEL+1 206 709 3000 TEL+61 3 8199 9555 TEL+86 592 533 0273 rhodes-stone.corn info@rhodes-stone.com JL_051 9 Page 61 of 208 EL-IP-OBA4-WH EL-IP-OBA4-BKAL ELnN® IP uuwoor AuLUrUCUS 4VP Bullet Cameras with Advancec Analytics p . .. . AUTO DISCOVER ZL .CONFIGURE ii -rr et4),N/ One-click set-up with ELAN Auto-Discover/Auto-Configure. IR EL-IP-OBA4-WH /" ^ 1 itLUMINATION • `� � , 1 V' . Ins. Illumination from Infrared(IR)LEDs EL-IP-OBA4-BK enables night vision up to 30 meters. ADVANCED AUTO BULLET OUTDOOR/ AUTO ANALYTICS DISCOVER 4MP 2 IV P CONFIGURE C� INDOOR FOCUS ` if Ideal for Outdoor Surveillance. -a,.' Advanced Object Detection, Person and Vehicle Classification. The ELAN EL-IP-OBA4,available in White and Black, Auto-Discover/Auto-ConfigureLike all other ELAN is a versatile 4MP bullet camera with auto-focus and Surveillance products,the EL-IP-OBA4 is embedded advanced object analytics to elevate the intelligent with the ELAN beacon,making it effortless to AUTO home and business.The relatively visible bullet form install in any ELAN system.The ELAN Management FOCUS factor can have an effective deterrent effect in places Cloud or Configurator scans the network—both where you want people to know that they can be wired and wireless—and automatically discovers 4,. --, 11111101 ,_ seen.It's ideal to survey a designated area such as the SSIDs of available devices.With a click, a driveway,garage,front door,back door,stairway, the camera is configured and installed in the ;, hallway or entryway. ELAN system.We've eliminated the need to use a secondary application to setup the camera Fine-tune the focus and zoom from Flexible in placement and easy to install,the outside of ELAN,saving substantial time on every within the ELAN app,rather than up EL-IP-OBA4 can be installed on walls,soffits,or on the ladder surveillance installation. under eaves.Its auto-focus feature enables final focusing from within the ELAN App,rather than up Comprehensive Surveillance WDR on the ladder.The bullet camera has an adjustable ELAN Surveillance cameras work seamlessly with - ._ _ sun-shield.This blocks light from hitting the lens, the ELAN Network Video Recorder(EL-NVR Series) fin' ensuringglare-free image.a 9 to create a surveillance ecosystem that excels in Video Analytics every application.Cameras and NVR can be fully managed from within the ELAN App,simplifying Advanced Object Detection,Person and Vehicle the user experience. Wide Dynamic Range improves image Classification greatly reduces false positive alerts. And Push Messages can be easily set up to alert a quality by balancing dark and light areas in an image. user's mobile device of events around the home. Page 62 of 208 EL-IP-OBA4-WH EL-IP-OBA4-FBf.KN IP Outdoor Varifocal Lens Bullet Cameras with IR ORDER NOS. EL-IP-OBA4-WH, EL-IP-OBA4-WH INTERNATIONAL SPECIFICATIONS P: umPton er Consi DC12V,7.5W/PoE,8.6W ensions 2.67"(W)x 2.71"(H)x 8.42"(D) Weight 18.16oz Operating Temperature -40°F—122°F Focal Length 2.8—8 mm(zoom/focus motorized) IR Range 30m Alarm Event Triggers Motion/Tamper/Network lost detection FEATURES Alarm Event Actions FTP,SMTP,SAMBA • Auto Focus SD Card Recording N/A Video Analytics Survey Area,Object Detection,Person Classification, • IntelliVision®Advanced Analytics Vehicle Classification • Auto-Discover/Auto-Configure Certifications CE:Class B,FCC:Class B,IP66 Weather Resistant • 4 Megapixel • High Dynamic Range(HDR) VIDEO • 30m IR Distance Video compression Smart H.264/H.264 High/Main Profile,Motion JPEG • 2.8-8mm AutoFocus Lens Maximum Frame Rate H.264/Motion JPEG:up to 20 fps @ 2688x1520 • Advanced Built-in Motion Analytics Day/Night(IR-cut filter) Color(Day),Monochrome(Night),Auto,Schedule Scanning system Progressive scan • IP66 Weather Resistanrt Back Light Compensation On/Off • Micro SD Card Slot 2D WDR Off/Auto/x2/x3/x4 • Automatic Gain Control(AGC) High Dynamic Range(HDR) Up to 100dB • Operating Temperature:-40°F—122°F 3D Noise Reduction Off/1 to 32 selectable • Max Frame Rate:20fps @ 2688x1520 Privacy Masking Off/On(4 independent areas) • 3D Digital Noise Reduction Sense Up Off/1 frame/2 frames • 2D Wide Dynamic Range Sense Up+ Yes Auto Gain Control 36 dB variable gain • Power Over Ethernet(PoE) Other Functions Sharpness,Hue,Image flip,Image mirror INCLUDED IN THE BOX: Lens Distortion Correction(LDC) Yes (1) Camera (1) Quick Installation Guide NETWORK (1) Mounting Template Ethernet 10Base-T/100Base-TX,RJ-45 (3) Mounting Hardware Connectivity ONVIF Profile S On-Screen Display(OSD) Text over date,time,and camera name Protocols IPv4,IPv6,TCP,UDP,HTTP,HTTPS,SMTP,MQTT,QoS,SNMP, SNMP Trap,NTP,DDNS,UPnP,FTP,ARP,DHCP,PPPoE,DNS,RTSP, RTCP,Telnet,ICMP,IGMP,ONVIF Profile S,SDDP,Bonjour Multi IP Addresses Yes L/N® Your world, made simple:" www.elanhomesystems.com ©2020 Nortek Security&Control,LLC.All rights reserved.ELAN®and IntelliVision®are registered trademarks of Nortek Security&Control. Rev A 01/2020 Page 63 of 208 Application Instructions for Cedar Shingles Instructions for Applying FSR Cedar Shingles as a Class "A" Roof Covering System FSR pressure-treated western red cedar shingles labelled Class "B" must ROOFS be installed over either a minimum of 1/2" exterior grade plywood or a 1"x 4", spaced sheeting deck spaced out so that the center of each board For 4 in 12 pitch Two nails(only)for each coincides with the exposure and fastening of the roof. Beginning at the and steeper,use shingle 4"from edge Spaced sheathing should 5",4",72"for and 1"to 2"above butt be 1"x 3",1"x 4"or 1"x 8" eave a 36" wide (76 lb. minimum) mineral-surfaced Class "A" fiberglass 16",18",24" line of next course cap sheet(complying with standard UL 55-A) must be rolled out over the shingles respectively. Q For lower pitches -- 41 / entire deck. If the cap sheet is installed over spaced sheeting, then the use reduced exposures ' horizontal edge of the sheet must meet a solid nailing surface and overlap the next layer. Fiberglass cap sheeting must have at least a 2" overlap on � both the sides and the ends of each sheet and be attached with sufficient '/� '%% enough of fasteners to hold the sheet in place and prevent movement prior ��� �' i� Gable Alternate Mould to the application of the shingles. coursejoints` ,..„,....2.---" Mineral-surfaced should not align /f Class"A" Roof Pitch and Exposure Adjacent course`�jll' fiberglass cap sheet Proper weather exposure is important, and depends largely on roof slope. should be offset Minimum 2"overlap p p p p g Y p t I First course 1- minimumji On roof slopes of 4" rise in 12" horizontal run (pitch 1/6) and steeper, the 2 doubled or tripled guer standard exposures are: 5" for 16" shingles; 5-1/2" for 18" shingles; and Wood BedMould 7-1/2" for 24" shingles. On roof slopes less than 4/12 to a minimum of Wall Sheathing— 3/12, reduced exposures are recommended. Roof Application HIPS and RIDGES Shingles are normally applied in straight, single courses. Shingles must Alternate overlap be doubled at all eaves. Butts of first-course shingles should project 1- 1/2" beyond the first sheathing board. Spacing between adjacent shingles �� (joints) should be 1/4" to 3/8". Joints in any one course should be ���ig Ilk separated not Tests 1-1/2" from jointsdre in adjacent courses, and joints �����/� �=� in alternate courses should not be in direct alignment. _� �_►\_ Fasteners ���//. +� 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") ���_�vl�,�� 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 Double starter course head crushes the wood. Choose shingles of FSR Treatment Inc.does not warranty fasteners. uniform width between 100mm and 125mm Valleys, Hips and Ridges The roof valley flashing shall be not less than No. 28 gauge pre-painted VALLEYS baked enamel metal applied over an underlay of not less than Type 15 felt. The metal shall extend at least 11" from the center line each way. Hips On roofstch alleflatty Sheetshen On halfpitch and steeper, Y P half pitch Valley p and ridges can be site-fabricated, or factory-formed. Weather exposure should extend at least Valley Sheets should extend at 10"from Valley Centre least 8"from Valley Centre should be the same as that used in applying shingles in the field of the roof (see above), and nails should be of sufficient length (usually 8d) to firmly attach the hip and ridge shingles to the underlying sheathing. Flashing and counter-flashing should be applied as illustrated. 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 FSR for any direct or indirect damages caused by water runoff FIRE SMART Tel: (604)462-0640 Fax: (604) 462-7162 ROOFING Toll-Free: 1-800-663-8301 / TM Email:jill@firesmartroofing.com FIRE RETARDANT Website: www.FireSmartRoofing.com Page 64 of 208 o°a 9486-288 Street, Maple Ridge, BC Canada V2W 1 L1 3 a s+ ii`°? . gay,, T; :40N: 1.50" >;,,T:tr'-' / / ) ... -.. ...--_,_......--'7•1 nor r ,. .._.- .._:_z_.=1.. .. ..... , _i 4" r 0.33" Closed Double Seam "Acme Lock" 4" / , / O. Material Types Available 24 ga. Pre-Fin Kynar Steel Color: 24 ga. Galvalume Mill Finish .027 Aluminum Color: .032 Pre-Fin Kynar Alum Color .040 Pre-Fin Kynar Alum Color 16 oz. Copper 20 oz. Copper 16 oz. Lead Coated Copper 26 ga. Stainless Steel 24 ga. Stainless Steel Notes: / 4" / Downspout is only available in 10'0" sections Downspout is crimped on one end for easy installation - 1310 E. Cornwallis Rd. REVISIONS Durham, NC 27713 4" D Round Downspout MM, D REMARKS o __/ / ...ORIGINAL DRAFT OF G O z SHEET METAL P-(919)544-8887 F-544-8898 Page 65 of 208 ; __/__7__ .. A info@kmsheetmetal.com-www.kmsheetmetal.com 4 --i--i-- ... / 4.00" / 0 0 ri / / 0.33" Closed Double Seam Acme Lock Material Types Available 24 ga. Pre-Finished Kynar Steel Color: 24 ga. Galvalume Mill Finish .027 Aluminum Color: .032 Pre-finished Kynar Aluminum Color: 1 + .040 Pre-finished Kynar Aluminum Color: 16 oz. Copper 20 oz. Copper 26 ga. Stainless Steel 24 ga. Stainless Steel 22 ga. Stainless Steel Notes: Downspout pipe is the same size on both ends Available in 10'0" Sections I 1310E. Cornwallis Rd. DownspoutREVISIONS Plain Square MM/DD/YY REMARKS Durham, NC 27713 0 SHEETMETAL P-(919)544-8887 F-544-8898 gage�6 s�f Zos __7__i__ .. info@kmsheetmetal.com-www.kmsheetmetal.com 3' X 4 Downspout 4 i / FARROW&BALL CRAFTSMEN IN PAINT AND PAPER PRODUCT ADVICE SHEET Exterior Eggshell All Farrow& Ball paints are eco friendly with low or minimal VOC (Volatile Organic Compounds) content and are water based giving them a low odour and quick drying time which benefits both you and the environment. Available Tin Sizes: ,750 m1,2.5 L„ In all Farrow&Ball colours.Available direct from Farrow&Ball(visit www.farrow-ball.com,email:sales@farrow-ball.com or call: +44(0) 1202 876141), our Showrooms and selected stockists internationally. Product Overview: A versatile finish with a silky 20%sheen,Exterior Eggshell adds lasting colour to almost anything in your outdoor space,from wooden window frames and cladding to metal guttering and railings.Our flexible resin rich formula gently expands and contracts with the weather to avoid flaking,peeling and fading for up to six years.Not suitable for use on plastic.Not suitable for exterior decking or other pressure treated wood. Recommended Primer & Undercoats: For use on exterior woodwork : Farrow&Ball Exterior Wood Primer&Undercoat For use on metal : Farrow&Ball Metal Primer&Undercoat Ferrous Metal Preparation: Thoroughly clean and degrease new and previously painted metal surfaces.Remove any weak paint and rust back to bare metal.Apply two coats of Farrow& Ball Metal Primer&Undercoat,in the correct colour tone for your top coat,and allow a minimum of 4 hours drying time between coats.Apply two coats of your chosen Farrow&Ball finish,allowing the correct drying time between coats. Cast Iron:We recommend that a specialist primer is applied to Cast Iron surfaces prior to painting as water-based primers may lead to flash rusting. Non Ferrous Metal Preparation: Thoroughly clean and degrease new and previously painted metal surfaces.Remove any weak paint and lightly sand surface to improve adhesion of your primer&undercoat.Apply two coats of Farrow&Ball Metal Primer&Undercoat,in the correct colour tone for your top coat,and allow a minimum of 4 hours drying time.Apply two coats of your chosen Farrow&Ball finish,allowing the correct drying time between coats. Galvanised Metal Preparation: Treat all surfaces with an Etch Primer or Mordant Solution,ensuring any excess product is removed before you begin painting.Apply two coats of Farrow& :all Metal Primer&Undercoat,in the correct colour tone for your top coat,and allow a minimum of 4 hours drying time.Apply two coats of your chosen Farrow&Ball finish,allowing the correct drying time between coats. Knotty or Resinous Wood Preparation: Heat the knot to draw out any excess resin(we recommend using a hot air paint stripper). Scrape off any residue resin,and then thoroughly clean the area with white or methylated spirit.Allow the area to dry thoroughly before continuing. Page 67 of 208 Exterior Bare Wood Surface Preparation: Ensure surfaces are sound,clean,dry and free from dirt,grease and other contamination.Fill any cracks,holes and open joins with a water based exterior wood filler.To improve the paint's adhesion,lightly sand the surface.In environments where wood rotting fungi is likely to occur,treat with exterior wood preservative prior to priming.Prepare any knotty or resinous areas as above and patch prime with Farrow&Ball Wood Knot&Resin Blocking Primer. Apply one coat of Farrow&Ball Exterior Wood Primer&Undercoat,in the correct colour tone for your top coat,and allow a minimum of 4 hours drying time.Apply two coats of your chosen Farrow&Ball finish,allowing the correct drying time between coats.Please note:Repeatedly repairing cracks,holes and open joints in a surface may indicate that the surface is nearing the end of its life and will require additional effort to maintain it.If this is the case consider renewal or replacement. Exterior Previously Painted Wood Surface Preparation: Ensure all surfaces are sound,clean,dry and free from dirt,grease and other contamination.Remove any areas of old paint which are peeling or blistering as flaking or peeling can occur if you paint over weak paint layers.Blend and`feather'the edges of areas of old paint,as this helps to smooth out the surface.Fill any cracks,holes and open joints with a water based exterior wood filler.Lightly sand the surface to improve paint adhesion. In environments where wood rotting fungi is likely to occur,treat with exterior wood preservative prior to priming.Prepare any knotty or resinous areas as above and patch prime with Farrow&Ball Wood Knot&Resin Blocking Primer.Apply one coat of Farrow&Ball Exterior Wood Primer&Undercoat,in the correct colour tone for our top coat(and allowing a minimum of 4 hours drying time between coats).Then apply two coats of your chosen Farrow&Ball finish,allowing the correct drying time between coats.Please note:Repeatedly repairing cracks,holes and open joints in a surface may indicate that the surface is nearing the end of its life and will require additional effort to maintain it. If this is the case consider renewal or replacement. Waxed or Highly Polished Surface Preparation: If you are painting onto previously waxed or highly polished surfaces,you will need to remove the existing coating of treatment by sanding back prior to painting.We recommend testing a small area as Farrow&Ball paints may not be compatible with some waxes and polishes. Painting Over Putty: If replacement putty is required for new or existing glazing,for best results use an acrylic based glazing putty which is designed to work well with modern water based paints and primers.Bare wood must first be primed with an undiluted coat of Farrow&Ball Exterior Wood Primer&Undercoat,including the end grain,and allowed to dry for a minimum of 4 hours before applying the glazing putty.Apply the glazing putty following the manufacturer's application instructions and drying times before applying your chosen Farrow&Ball finish as follows:Exterior Eggshell and Full Gloss-Apply an undiluted coat of Farrow&Ball Exterior Wood Primer&Undercoat in the correct colour tone for your top coat(allowing a minimum of 4 hours drying time between coats) followed by 2 coats of your chosen top coat(once again allowing a minimum of 4 hours drying time between coats).Ensure the glass is thoroughly clean and overlap the final top coat onto the glass by approximately 1mm to achieve a seal. Painting Over Exterior Wood Fillers: Follow the filler manufacturer's application instructions and drying times and patch prime with Farrow&Ball Wood Knot&Resin Blocking Primer.Apply a coat of Farrow&Ball exterior Wood Primer&Undercoat in the correct colour tone for your top coat.Allow a minimum of 4 hours drying time between coats.Apply two coats of your chosen Farrow&Ball finish,allowing the correct drying time between coats. Page 68 of 208 Painting Interior Brickwork: Interior brickwork must be completely dry and free of damp before painting.Interior brickwork which is powdery,flaky or unstable should first be patch primed using one coat of Farrow&Ball Masonry&Plaster Stabilising Primer.The following Farrow&Ball finishes may be applied to interior brickwork: For Full Gloss,Estate Eggshell and Exterior Eggshell-Apply an undiluted coat of Farrow&Ball Interior Wood Primer&Undercoat in the correct colour tone for your top coat(and allowing a minimum of 4 hours drying time between coats)followed by 2 coats of your chosen top coat(once again allowing a minimum of 4 hours drying time between coats).For Exterior Masonry—apply 2 coats directly,allowing a minimum of 5 hours drying time between coats. Do not use Farrow&Ball Masonry&Plaster Stabilising Primer as a general primer on sound brick surfaces. Painting Terracotta: The following Farrow&Ball finishes may be applied to terracotta:Exterior Masonry,Full Gloss and Exterior Eggshell—2 coats may be applied directly (allowing a minimum of 4 hours drying time between coats). How tojipply Paint to Trim by Brush: Stir thoroughly before use. By `trim' we mean: skirting boards,picture rails, dado rails, doors, door frames and architraves, interior window sills and window frames (providing they aren't plastic).Farrow&Ball paints are water borne,and unlike solvent borne paints,water borne paint is more resistant to sagging and you will achieve the best finish by painting a thicker coat.For best results use a quality fine-tipped synthetic bristled paint brush(e.g.Farrow&Ball Paint Brush).Load the brush well and apply a generous first coat.Brushing first in a vertical direction then in a horizontal direction until an even coating has been applied. Finish by'laying off the paint in one direction using light pressure,with the brush held at an angle of approximately 30°.Do not"overwork"the paint or attempt to brush it out in thin even coats as you would a traditional solvent borne paint as this may create excess brush marks.Allow to dry completely(for a minimum of 4 hours)before applying a second coat following the same technique as before. now to Apply Paint to Trim by Roller: Stir thoroughly before use.By`trim'we mean:skirting boards,picture rails,dado rails,doors, door frames and architraves,interior window sills and window frames (providing they aren't plastic).This paint finish can also be applied using a Medium Pile Woven Polyester Roller.This will provide a good finish with minimal stippling and is a quick method of application.However,where an optimum finish is required,we would recommend brush application using a Farrow&Ball fine-tipped,synthetic bristled brush. Spray Settings: Airless Spraying—Good results can be achieved by the set up of 18 thou(457µm) 65°angle tip using a pressure of between 2300-2700 psi(159- 186 bar). HVLP Spraying—Depending on the apparatus used,the paint may need to be diluted with water by up to 30%.Experiment with air control valve,material flow adjustment,fan size and spray pattern settings on a piece of cardboard or an inconspicuous area until a satisfactory finish is achieved.Apply several thin coats,allowing each coat to dry fully before applying the next one. Over Coating Pale Colours with Dark Colours: Changing the shade of exterior woodwork from light to dark will greatly increase the amount of heat the surface is able to absorb from the sun. In some cases, this additional heat may cause resin and gases to be released by the wood,particularly from any knots.This can result in peeling and blistering,which may not have occurred when painting the same surface with a lighter shade.To minimise the risk of this happening,and to achieve a long-lasting finish,we recommend removing as much of the previous coating as possible to expose any knots and resinous areas so that they can be prepared as above,before patch priming with Farrow&Ball Wood Knot&Resin Blocking Primer.This should be followed with a coat of the Farrow&Ball Exterior Wood Primer& Undercoat in the correct tone for your new paint colour,and then by your topcoat. Page 69 of 208 Other Product Applications: If you wish to use Farrow&Ball products for any applications which are not featured here,please contact Customer Services for advice on+44(0) 1202 876141 or email customer.services@farrow-ball.com.Please note that calls may be recorded for training purposes. Application Information: Do not paint in temperatures below 10°C or in excessive heat above 30°C.Avoid painting in direct sunlight.Avoid applying outdoors if there is a likelihood of rain.For best results apply early in the day,allowing the product time to dry before the evening(when condensation can occur). Coverage Rate (m2/1 per coat): : Up to 13 Drying Time: : Dry in 2 hours. Typical Recoat Time: : Recoat after 4 hours Sheen Level: : 20% Curing Time: : Please note that some darker paint colours will take up to 14 days to achieve full hardness,strength and durability. Recommended Number of Coats: : 2* *Darker/stronger colours may require additional coats.Please note:The drying and Recoat times provided are based on applying paint in normal conditions- drying times may be longer in cooler and/or higher humidity environments.Darker colours may take longer to dry.Allow a minimum of 14 days before applying over solvent based coatings. Density: : 1.2- 1.4 g/cc Wet Film Thickness: : 80- 120 µm Application Humidity: : <80%RH Wet Abrasion Class: : 1 Substrate Moisture Content: : Exterior Wood= < 15%, Interior Brick= < 1 % Water Absorption according to DIN EN 1062 3 (w24 [kg/m2A/24h]): 0.02 (Class III,limit<0.1).This is the volume of water absorbed into a 1m2 area through the paint surface within a 24 hour period.The lower the w24 value,the more waterproof the paint film.Paint water absorption is class rated,from Class I to Class III. Class III in this instance denotes the highest waterproof rating.We are pleased to confirm that Farrow&Ball Estate Eggshell is rated-Class III(Low). Water Vapour Permeability according to DIN EN ISO 7783 2 (sd [m]): 0.125 (Class I,limit<0.14).This is the resistance of the paint film to water vapour expressed as the equivalent thickness of air in metres.The lower the sd value the more breathable the paint film.Paint breathability is class rated,from Class I to Class III.Class I in this instance denotes the highest level of breathability.We are pleased to confirm that Farrow&Ball Exterior Eggshell has the highest rating-Class I(High). Colour Accuracy: Check for colour accuracy prior to use as Farrow&Ball will not be liable for decorating costs caused as a result of an incorrect colour being applied.When more than one tin of the same colour is to be used ensure that batch numbers are identical or intermix before use.Stir thoroughly before use. Cleaning: Wipe gently with a soft damp cloth or sponge. Clean Up: Remove as much product as possible from brushes or rollers. Clean brushes/rollers with warm soapy water. Storage Advice: This product is water based and must be protected from frost and extreme temperatures.Use within 6 months of purchase.We accept no responsibility for the deterioration of contents or packaging after this date. Environmental &Disposal Advice: Do not empty into drains or watercourses.Dispose of contents/container to waste disposal site in accordance with local/national regulations. Contact the local nvironmental Department for disposal instructions.Metal containers may be recycled. Page 70 of 208 VOC Content Information: U limit value for this product(cat.A/[d]): 130g/1(2010).This product contains max 2g/1 VOC. Formulation: A water based paint made using an acrylic binder. Contains a wide spectrum biocide to protect surfaces against algal and fungal attack. Health & Safety Advice: Keep out of reach of children.Ensure good ventilation during application and drying.Do not get in eyes,on skin,or on clothing.If medical advice is needed, have product container or label at hand.IF ON SKIN:Wash with plenty of soap and water.Do not use solvent thinners or White Spirit. IF IN EYES:Rinse cautiously with water for several minutes.Remove contact lenses,if present and easy to do. Continue rinsing.IF SWALLOWED:Call a doctor if you feel unwell.Safety data sheet available on request. Read Advice: Special precautions should be taken during the preparation of old paint surfaces (especially those from pre-1970),as they may contain harmful lead. For further advice and guidance see coatings.org.uk/paintsafe. Contact Us: For advice on colours,paint finishes or wallpaper our customer services team is on hand to help you,just call+44 (0) 1202 876141,email sales@farrow- ball.com,or write to us at Farrow&Ball,Uddens Estate,Wimborne,Dorset,BH21 7NL,UK.Please note that calls may be recorded for training purposes. Imported in EU by Farrow&Ball,KaiserstraBe 25,Frankfurt am Main,Deutschland,+49(0) 69 2424 6269. nisclaimer: The information given in these specification sheets and technical advice-whether verbal,in writing or by way of trials-is for guidance and is given in good faith but without warranty,since skill of application and site conditions are beyond our control. For further information please contact our Customer Services Department. We can accept no liability for the performance of the products arising out of such use,beyond the value of the goods delivered by us. This does not affect your statutory rights. Issue Date: 12/12/2019 Page 71 of 208 mml 6.55" 6" .285" R 3.31" R j M co O m M Notes: Our Reverse Bead Half Round Gutter is Roll Formed and available in lengths up to 40'0" Available in the following materials: .027 & .032 Aluminum 16 oz. or 20 oz. Copper & Lead Coated Copper 24 ga. Kynar Finish Steel 24 ga. Galvalume .7mm & .8mm Zinc 1310 E. Cornwallis Rd. REVISIONS Durham, NC 27713 6" Reverse Bead MM/DD/YY REMARKS 6/25/2015 ...ORIGINAL DRAFT OF DRAWING 0 SHEETMETAL P-(919)544-8887 F-544-8898 Pa e 72 of 218 /__ info@kmsheetmetal.com-www.kmsheetmetal.com Half Round Gutter 4 / / A H do* I E B R B C D E F G H Stock 5" 5" 4" 3.188" 1" 0.87E" 0,562" 0,37E" 5" 15" 6" 5" (*) 5" 3.188" 1" 0,87E" 0,562" 0,37E" 6" 16" / *1E" 7" 5.5" 6" 3.688" 1" 0,87E" 0.562" 0.37E" 7" 18" B" 6" 7" 4.188" 1" 0,87E" 0.562" 0.37E" 8" 20" * 0.027" aluminum 6" Gutter (A) dimension is 4". 5" and 6" gutters are available in 10' and 20'. 7" and 8" gutters are available in 10'. 0.027" Aluminum, Copper, Kynar (0.032" aluminum and 24 ga steel), Galvalume, Lcc and Zinc. 1310 E. Cornwallis Rd. REVISIONS IOWDurham, NC 27713 Commercial Box Gutter MM�n°Y'' k,G,NA �kA,,,� w" N o SHEET METAL P-(919)544-8887 F-544-8898 Pag i Af2O$., info@kmsheetmetal.com -www.kmsheetmetal.com ys rl SMITH° JAY R. ."° o I LOCATION SMITH MFG. CO.® "�'''1,,p;p, Lij MEMBER OF MORRIS GROUP INTERNATIONAL 401111L .e �\� �i'i / POST OFFICE BOX 3237 ,���a=�_�h ('e.I�) j,i MONTGOMERY,ALABAMA 36109-0237(USA) Nribl \ °. TEL 334-277-8520 FAX 334-272-7396 www.jrsmith.com a ® MEMBER OF: �` CUSTOMER DRIVEN "4,..,,,..‘ SINCE'1926 SPECIAL PURPOSE DOWNSPOUT COVER w• ti 2 r a m a FUNCTION: Used as a downspout cover on a wall where an overflow roof drain concealed leader discharges rainwater 0 o to the ground. E Dia. Z ° Bolt Circle \\\\\ 0 3/8(10) Size Securing 2 1/2(64) O 0 Holes (4 Holes) 0 0 w • Q 1 ,\ 0 w w 5 0 0 o O �� w Z III I II �u ° ° ° ° ° ° 1 U C OOOoOoO 0 ° ° ° ° ° °° ° ° ' ° ° ° © DCB � A 0) ° ° ° ° ° °0000000 wce ° ° ° ° ° °0000000,n 000 o o00000 0 UCOF kr U�l m sp. 1 W 2 Hinged o -' Perforated 3/16(5) cI Cover \\\\\ < 0 0 O Z FRONT VIEW RIGHT SIDE SECTION VIEW 0 m = A(Pipe Size) B DIA. C DIA. D DIA. E DIA. ow 2 W 0150(38) 3 1/2(89) 4 1/2(115) 7 11/16(194) 6(150) w z 02(50) 3 1/2(89) 4 1/2(115) 7 11/16(194) 6(150) I co 03(75) 3 1/2(89) 4 1/2(115) 7 11/16(194) 6(150) 0 Z 04(100) 4 9/16(116) 5 9/16(142) 8 3/4(220) 7 1/8(181) z 05(125) 5 5/8(143) 6 5/8(168) 9 13/16(251) 8 1/4(210) 06(150) 6 11/16(169) 7 11/16(194) 10 7/8(278) 9(230) co —) J 000 08(200) 8 11/16(219) 9 11/16(249) 12 7/8(328) 11 1/4(285) • w 10(250) 10 13/16(276) 11 13/16(301) 15(380) 13 1/2(345) m 12(305) 12 13/16(326) 13 13/16(351) 17(430) 15 1/2(395) 0 15(380) 16(405) 16 15/16(429) 20 1/8(513) 18 1/2(470) D z 16(405) 16(405) 16 15/16(429) 20 1/8(513) 18 1/2(470) o 18(457) 18 9/16(471) 18 15/16(481) 22 1/4(565) 20 3/8(517) I- H lin m Fig. 1775 DOWNSPOUT COVER No W REGULARLY FURNISHED: VARIATIONS: OPTIONAL MATERIALS: Fabricated Type 304 Stainless Steel Vandal Proof-U I Fabricated Polished Brass-PB co o Downspout Cover with Hinged Perforated I Fabricated Chrome Plated Brass-CP Z Cover. w NOTE:Dimensions shown in a parentheses are in millimeters. E 12/11/14 Added 16"&18"Outlets TBW TWK WEIGHT VOLUME FIGURE NUMBER D 04/27/09 Added Function JJ CL POUNDS CUBIC FEET ww w C 6-16-08 Revised Cover TBW CL 1775 ce co B 9-13-07 Revised Table RN CL OL Z REV. DATE DESCRIPTION BY CKD.BY F.6,74 f 200 5/5/2020 Lead coated copper standing seam roof panels-Metal Roofing Ii© , it pOV751pi;10Z)0 15 Reardon Road - Medford, MA - 02155 ®�d©4 MI©4L�dl Tel.: 781 396-0070 - Fax: 781 396-8890 Metal Roofing Lead Coated Copper Panels Lead coated copper roof panels Seamless standing seam panels. Made to any length 4 4 . __ —.4t ! a ...„..„,.. . _ ... . %.4 •,- _ . .... •. ... _ .• ..., ........ 4, ... ,..., • ilits Et;. _.-....,,!.:... .....,..„„,„" -1,.. .•- iiiiawslIMMINIIIMINar, _ __,-- .- iffl :141: ' 0 - /AWE — r I .�. - - 4'• (4.4it ILI I =,e- eta.net Lead coated copper standing seam roof panels All 014 Materials used: REQUEST A QUOTE 20 oz lead coated copper Page 75 of 208 https://www.riversidesheetmetal.net/metal-roofing/3.htnnl 1/1 ` z I o Bead(s) available 06[1.6] � � v � � 0D � 1.05[26.6]rl � �� 4BEAD DETAIL A os[1.6] riversidesheetmetal.net RR1 I— A ,— 3/8[9.5]"+0-1/32"[+0-.8] 1/2[12.7]"+1/32"-0[+.8-0] ra a. 3/8[9.5]" 1 1 R1/16[1.5]" rYR1/16[1.5]" 1 9/16[39.7]" 1 1/2[38.1]" R3/32[2.3]" R3/32[2.3]" 12"TO 24"[304.8 TO 609.6]COVERAGE LEFT AS VIEWED FROM ENTRY SIDE RIGHT 14 NEW TECH MACHINERY MATERIALPAINTED STEEL/PAINTED FINISH NONE :;. .—--, CORP. ALUMINUM/COPPER NOTES: REV ECR NO. DATE RELEASED BY TOLERANCES DRAWN BY PART NAME 1. MATERIAL USAGE:APPROX.4"[101.6] z> 0 REDRAWN 01/17/2008 JD .XX=±.01 Jim DATE SS150 PANEL PROFILE 2. DUAL DIMENSIONS:Inch[mm] 20 1 ADDED R DIM 07/02/2009 JD .XXX=±.005 06/26/2002 > 2 ADDED TOL. 07/22/2011 JD n CHECK BY PART NUMBER SHEET REVISION LLI FRACTION=± 1/32 JD cc= 3 LEG WAS 1" 05/02/2012 JD DATE SP5-150P 1 OF 1 3 ANGLE=± 1/2' 01/17/2008 Page 76 of 208 ZALESKI SNOW-GUARDS FOR ROOFS, INC. Manufacturers of Snow-Guards Since 1950 Post Office Box 700 06050-0700 - 100 Production Court New Britain, CT 06051 telephone 860--225-1614 fax 860--225-1060 e-mail info@snowguards.com www.snowguards.corn Zaleski Model #12 Snow-Guard (Lead Coated Copper) 1.500" - .1� N ' 1.500" • di 4.125" MATERIAL: Our model No. -12 Snow-Guard is manufactured using . 020 thickness of cold rolled copper. Since it is double thick the result is . 020 x 2 = . 040 . Then lead coating is applied resulting in a lead-coated copper snow- guard. TYPE OF ROOF: Slate, Asphalt, Wood-Shingle, Tile FASTENING: An integral engagement feature of the Snow-Guard hooks over the head edge of slate or tile without nailing. Snow-Guards on asphalt and wood shingles require nailing. Page 77 of 208 RockMountainROCKY MOUNTAIN SNOW GUARDS y2055 S RARITAN STREET, UNIT B DENVER, CO 80223 PHONE: (720) 379-7756 Snow Guards Inc FAX: ( 387-8361 www.rockymountaintainsnowguards.com I/SELECT DESIRED MATERIAL: El POWDER COATED EG STEEL-14 GAUGE ❑POWDER COATED ALUMINUM-0.090 1.8" IDMILL FINISH ALUMINUM-0.090 1.25" 1 ❑COPPER-480Z 0 ❑CUSTOMER SUPPLIED 0 0 I HOLES O Lri RIVIT O 1.25" 4/4 ( :=31 ,1111°- TOP VIEW ISOMETRIC VIEW 4.2" MANUFACTURER NOTES: SIDE VIEW 1. CONTACT MANUFACTURER FOR SELECTED LAYOUT. 2. FOR CUSTOM MATERIALS CONTACT MANUFACTURER. 3. OTHER SIZES ARE AVAILABLE ON A CUSTOM BASIS. NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS,ENGINEERS,CONTRACTORS,CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 5. CONTRACTOR'S NOTE:FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER 5281-021 CDSNOW GUARDS RG5 SNOW GUARD 5281-021 Page 78 of 208 REVISION DATE 21/06/2019 PROTECTED BY COPYRIGHT©2019 CADDETAILS.COM LTD. CADdetails.com 7463 Research Dr Almont MI 48003 © 810-798-2817 ph GRAB ILL 810-798-3814 fx WINDOWS & DOORS Custom Design 0 Restoration 0 Reproduction i UNIT i TILT-TURN DIRECT SET SIDELITE ♦ Unit I a a C) co N O. U I I 1 = 1 0 1 . 75" ALUMINUM CLAD TILT-TURN CASEMENT Grabill Architectural Drawings contain confidential and proprietary information and is for the sole use of the intended recipient(s). Sales Binder Any unauthorized review,use,disclosure or distribution of these drawing(including attachments)is strictly prohibited. www.grabillwindow.com Page 79 of 208 7463 Research Dr Almont MI 48003 ----- /I\-/- © 810-798-2817 ph ( GRABILL ) 810-798-3814 fx WINDOWS & DOORS Custom Design 0 Restoration 0 Reproduction aluminum nail fin and drip edge I- 4.875 tilt turn hardware aluminum frame and sash extrusions tea`: 1.750 ..-- i- -.., _______ `_`:. aluminum screen channel @ head * • • -attach to window cladding with heavy duty double sided adhesive + i :i -.11 0.150 4.937 ne a g ,:,,I 1 { : .., 3.037 — \ heavy duty alum screen frame w/black screencloth 0 0 06 o insulated glass unit a r, 0 0 U 6" _ 1 I_0" 1 . 7511 ALUMINUM CLAD TILT-TURN CASEMENT W/ SCREEN AT HEAD Grabill Architectural Drawings contain confidential and proprietary information and is for the sole use of the intended recipient(s). Sales Binder Any unauthorized review,use,disclosure or distribution of these drawing(including attachments)is strictly prohibited. www.grabillwindow.com Page 80 of 208 7463 Research Dr Almont MI 48003 �/h% © 810-798-2817 ph ( GRABILL ) 810-798-3814 fx WINDOWS & DOORS Custom Design 0 Restoration 0 Reproduction aluminum screen channel =q#: @ sill-attach to window I cladding with heavy duty ..ii I \I double sided adhesive .._._. , r \ `'' I 3.037 1 1 4.937 • ` 1 0.15 • weep holes --�_. 1.750 • ' f �-• I I v 1 4.875 0 0 o - 0.5 a co C) cc 0 N O. O U 611 _ 1 1-OH 1 .7511 ALUMINUM CLAD TILT-TURN CASEMENT W/ SCREEN AT SILL Grabill Architectural Drawings contain confidential and proprietary information and is for the sole use of the intended recipient(s). Sales Binder Any unauthorized review,use,disclosure or distribution of these drawing(including attachments)is strictly prohibited. www.grabillwindow.com Page 81 of 208 7463 Research Dr Almont MI 48003 © 810-798-2817 ph C GRABILL 3 810-798-3814 fx WINDOWS & DOORS Custom Design 0 Restoration 0 Reproduction i 3.037 i / 1.750 / -//— 0.150 • //( r 4.875 it put tab on vertical sides of screen i 4.937 i heavy duty alum screen frame w/black screencloth 0.6 a CD 6 11 _ 1 1_011 1 . 7511 ALUMINUM CLAD TILT-TURN CASEMENT W/ SCREEN AT SIDE JAMB Grabill Architectural Drawings contain confidential and proprietary information and is for the sole use of the intended recipient(s). Sales Binder Any unauthorized review,use,disclosure or distribution of these drawing(including attachments)is strictly prohibited. www.grabillwindow.com Page 82 of 208 7463 Research Dr Almont MI 48003 �/M1-% © 810-798-2817 ph ( GRABILL ) 810-798-3814 fx WINDOWS & DOORS Custom Design 0 Restoration 0 Reproduction 2.250 ------- --- ---- II WI I ) 11 , / / V •_ 1 ,,<"�,,, 1 1.000 c _. '-. ,.--I Nif / 5.437 / 0 0 06 0 a cd CD co- 0 c' 611 _ 1 1_0II 1 . 7511 ALUMINUM CLAD TILT—TURN CASEMENT W/ SCREEN AT DIRECT SET COMMON MULLION Grabill Architectural Drawings contain confidential and proprietary information and is for the sole use of the intended recipient(s). Sales Binder Any unauthorized review,use,disclosure or distribution of these drawing(including attachments)is strictly prohibited. www.grabillwindow.com Page 83 of 208 . i ' ilm ii di ....40 +•_!., 4. ..i..1 . ..:� 7'•• =i,�_ 4 t.. • , , - i , a i MB 1 Bringing 'Ha d itiona 1 Cra ftsm a nship into the 21st Century Grabill Windows &Doors L t :iii‘V/ 7463 Re search Drive Pir Almont, MI48003 S I L L (810) 798-2817 WINDOWS & DOORS w w w.g ra b illw in d o w.c o m Page 84 of 208 7117 GRASILL GRAB1TJJWINDOWS & DO O RS Page Contents 2 About Us 3 Arc h ite c tura 1 Wind o w s 4 Arc h ite c tura 1 Do o rs: 5 • Pivot Doors am III MIMI AIM 2 it'll- II-II- "' 6 • Lift & Slide Doors 1N 11-il-Il 11-li-li w im MI MOO I1OM 7 • Bi-Folding Doors ii NM MN : Ea .. ims i• IL11lNpll or : Es Options: in Hum u�itc: : mi 8 • Meta 1 C la d d ing U- -Li 1' ,1 , ■ _ I. :: 11Ni1Nii .Nth. : 9 • Meta 1 C la d d in g & Glass IIP - 10 • Wood Options - 11 Pro je c t Po rtfo lio : • Contemporary 12 • Tra d itio n a 1 13 • Historical 14 Grabill Green Grabill Windows and Doors is a family owned window and door manufacturing company in Almont, MI, established in 1984. - . .n_.,- Grabill designs and manufactures luxury architectural wood, ( ' Iir- bronze andcladwin w anddoorsfor �� windows o _ +iY.: residential, commercial and historical projects. , •' By combining the excellence of old world craftsmanship with i J;_ �.. state of the art technology, Grabill proudly brings you a superior, highly efficient, quality product. Grabill Windows &Doors (810) 798-2817 www.grabillwindow.com Page 85 of 208 ABO UT US Sales: Whetheryou callore-mailus, you willget a prompt knowledgeable response. Grabill requires its North American sales re pre se nta tive s to have a detailed background of the construction industry. As a result, our sales team becomesa partofthe buyer's design team and a key member in gathering the information necessary to ensure ourproduct is the best choice forthe buyer. Design &Development: Grabillproducts are fabricated according to individual specifications and in an infinite range of de signs and sizes. We offerourexperienced technicalassistance in the initialphases ofprojects regarding design, specifications, applications and construction. Delivery: The delivery ofGrabillproducts in North America is simple : We load yourproduct into trucks dedicated to yourproject carefully, and the next time the truckdooropens, is at your job site . Grabill Windows &Doors (810) 798-2817 www.grabillwindow.com Page 86 of 208 ARC HIIEC TURAL WIND 0 WS All Wood Windows r • Double/Triple Hung • Out-Swing Casements/Awnings �= '�, • r .,• "kw -• s • In-Swing Casements/European Tilt-Turn r • Fixed in ja mb (no sa sh) • Window wallsystems (combination of window products) - ..„� _ Aluminum or Bronze Clad Windows _�i �� _ • Out-Swing Casements/Awnings • In-Swing Casements/European Tilt-Turn - • Fixed in ja mb (no sash) Awning as Part ofCommon Mulled • Window wallsystems (combination of wind ow products) Window Wall System 111111. xr1 raille" Tx • plik- I, .. A A ii,;\ ilt" * , 00 . 11111111111111111-rx. w- p\ _iidilio_ , -,-..." s . it_ 1 1 1 _' _ r - t'�i.a T,'R •; 'tad' Lim:: �_- - _- rmi Y _ Window Wa 11 Sy ste m Grabill Windows &Doors d (810) 798-2817 www.grabillwindow.com Page 87 of 208 ARC HI'IEC TURAL DO O RS II 11 Premium architectural doors a re available in all Wood , III KIM u7 Aluminum & Bronze Clad : �1 u 'u �"U"O � � nn • Pivot Doors n nnn ANNn • Lift a n d Slide Doors inn gnu en •n • Bi-Fo ld in g Doors �_ 1M HIM n 1db ! • Tra d it io n a l Hin g e d • �ii Pocket Doors ill I • Asian In sp ire d Lift and Slide Doors ✓ Complement residentialand commercial environments. ✓ Serve as centerpiece forarchitecturaldesign. ✓ Achieve top technologicalperformance . ✓ Extensive profiles and finishes available . ✓ Custom designed doorpanelsin glass, wood ormetal. • Specialize in oversized door systems. Grab ill Windows &Doors (810) 798-2817 www.grabillwindow.com Page 88 of 208 PIVOTDOORS Grabill's contemporary pivot door design features large glass and minimal frame obstruction. Ideal for oversized entry doors, our precision designed and engineered pivot door is the gentle giantofourproductline . Extra -large doorpanels can be supported and operated effortlessly with our state of the art, off-set pivot hardware . • Grab ill o ffe rs m u ltip o in t hardware on standard dimension and magnetic locks on oversized doors. •' _ • Meta1and wood threshold Iv Oversized Genuine Mahogany Pivot Door 4 jabs, Gra bill Windows &Doors (810) 798-2817 www.grabillwindow.com Page 89 of 208 I IFT & ST ID E DOORS G ra b ill's p re m iu m Lift a n d Slide door systems are a p e rfe c t s o lu do n forpatios, sunrooms and rooms with a view. Our doors slide neatly together or pocket into a walloffering a full view, maximizing indoor-outdoor living enjoyment. • ;,, �l•, • -- • Doorpanels slide easily and S _ 1_ quietly with simple one �6 +,! handle operation. J • When closed, doors secure x , y the jamb at multiple points k..4 , , ,_ and drop sill to engage weather-stripping for secunty .c.0.!". %� x j1 . --,� and strength  — -_ - . „ — A • 1 • Premium sta inle ss ste e 1 �- f _ �, hardware is standard - _���� • Variety ofcustom levers and ' trims available - - • Maximum opening L."` : ' T ma's P'_. • dependent on numberof panels. . _____ Grabill Windows &Doors (810) 798-2817 www.grabillwindow.com Page 90 of 208 BI FO LDING DOORS Grabill's premium quality exterior folding door systems accommodate multiple panels for large expanses, creating a truly seamless transition between indoor and outdoor spaces. • Wh e n closed, these precision engineered doors create a 11 formidable barrieragainstthe 1 elements. • Door ane1confi urationsare =ro ,''."z ". . p g ' i i `Y � ry.�y y'" is a s specified with in-swing or , , �'-= : ,_-;` . -_ , � out-swing operation. q , iii \ -i pilwr r s 0 ��-, 1 : 1 . 0 __,__ .- :- - ' , r* -2 — 1 r , , _ , _, , , ,.,. __ _ ,.. _ . e- III e1 ` III I Grabill Windows &Doors (810) 798-2817 www.grabillwindow.com Page 91 of 208 OP�IIONS ri_ Metal Cladding Instead ofa thin metalwrap , Grabillincorporatesheavy gauge extrusions which are applied to the exteriorofourproducts. Since the extrusions are staged "out ofcontact" with the wood body ofourwindows and doors, they act as a heat sink, are wellventilated and serve as a platform for weather-stripping, the rmalbreaks and waterdrainage . These attributes promote thermalefficiency, stability and minimize wood and finish deterioration. Aluminum Cladding Clear ANO215 ai ANO204 ne Grabillaluminum clad produces use heavy gauge , Michigan- a, AVG 300 made extrusions from 90%recycled aluminum. Our aluminum ANO-door, sa sh and muntin profilesrange from modern to traditional Light in detail. Medium Brace ANO302 • Painted coatings using PPG's ADS(' are available in a Dark Brortte wide range of c olors and sheen. • With painted coatings, G ra b ill we ld s aluminum miters for EdrsOxk Bronze ANO304 strong, continuous sash, door and frame joints. • Anodized fin ish e s a va ila b le a s shown. Black AN0305 Aluminum Clad Anodizing Options ♦ ''.a r. ,' „t Y , ' IIMW&V;r-4*- ---.4.--"--. -.4. "1.-N-- , 1 -111,. ,:::;,_z ;.\-4' -"'"--;11:14v- two inor- - -.;___4____.-------- 1 t , oy, a -_, __ _ Aluminum Clad Exterior with So lid Wood Interior Gra bill Windows &Doors (810) 798-2817 www.grabillwindow.com Page 92 of 208 Bronze Cladding _ • Bronze clad can be left n a to ra l 4 , {Wyt t: mit fora slow aging processor 111- 111 � chemically paginated to give - an aged appearance without la Si Iih the wait. I , • • Modem and traditionalclad profiles available . - Glass ;, Grabill offers high performance glass options that meet Energy Sta r© criteria a nd include oversize multiple lite , , mac--- ' I and irre g u la r sp e c ific a do n s. • Glass can be tempered, laminated, reflective , obscured. • Sound reduction, high wind, avalanche and security glazing are available - • In-house Art Glass Studio allows Grab into create ir custom designs and provide authentic leaded glass reproductions. • Divided and simulated divided litesavailable . Grabill Windows &Doors 9 (810) 798-2817 www.grabillwindow.com Page 93 of 208 OPITONS rFSC Certified Wood Species* illi ___ Genuine Mahogany VG Douglas Fir Spanish Cedar** F Eucalyptus Grandis American Black Walnut Cypress Sapele Knotty Alder White Oak *Other wood species are available. I L **Not Ava ila b le a s FSC Certified Wood Finish & Paint f Wood finishes can be primed only, painted or stained. Custom rustic and aged antique finishes are also an option. Grabilluses low VOC (Volatile Organic Compound) paint and finish, limiting hazardous fumesand waste. 4 Gra b ill Windows &Doors (810) 798-2817 www.grabillwindow.com Page 94 of 208 CONTEMPORARY PRO JECIS ,x 14 .1 ''',f1:'''.fr.j: "*-- 1:44#.,, !MO M114 1 -aim A: - INIMILMil i i i 1 iii '„•_ ate.. I I I., • - ,', __ I .: pr_ , ,,,„, i, 1 , _ ,_ _ . , >da ee •4� So lid Wood Windows &Do o rs Bloom fie ld Hills, MI E+ Ca "A craftsman can't be willing to sacrifice any components ' of his trade. Aesthetics, '` practicality, technology - . M� } they are all imperative." -_ _ ' -Greg Grabill ;- I 4,Y-- Aluminum Clad Windows &Doors Aspen, CO ,6_- 4 0 Ir 111 =--- IMO! r I A :11: 1 1' ar Ilkil -111 Ill war 1 i ! - ' Bronze Clad Windows &Doors Aspen, CO Grabill Windows &Doors (810) 798-2817 www.grabillwindow.com Page 95 of 208 Tuiprno NAL PRO J EC IS . _ ._ . _... , _... . . :. _.:-7.,,,,4k,..,.• -..,tit ,. OP 4 igii, • ________,---------- . , -__Fp Ilt 0 .... __ - 1 III ill ... . •:- ',../ ..• ..- ii_l_l. 111.11. _ill ill ' - - "r• 1: - -- . lin • .', , 4 -----,;-..-.6 . . .7• - ,c7.:•___ _ I .. . __ "It orl. — ...i). .4' F.- I /. '-'4!t`t\''',;$0....1 i., .-"- N ' 4 - ••••••... - • L..; / / • \AI /-::' ' - --.:1 - H I I • ps_... \...x....iit .,\le ;00; , •." ':recidi z . h ..., • --kNb, Solid Wood -Windows &Doors • ,... Door County, WI „ • it.„;,-, ,,, , -....., ,.,... .dr,- -10 f-fif .. -,1-rl ' 0 _ 11//r- Y.±...._ ,. ;0_- - - ,- ---.2,-, :•.,%.A ...„ -•-vie ""ir ,f/ •- ., ‘ P-4 . • 4' t ______----------- ii,:11144 : .------- • ,5 VY ifi ,- ••••••----'-' „\ .. ------------,z, III . . . - , 4.!.. irp 0 ii •:-.... ..,_, , 1; ,,, i 1 .,..„....0 r _ -- ..... • . , - — minlow"-- Bronze Clad Windows &Doors Solid Wood Windows &Doors Cherry Hills Village, CO We St Bloom fie ld, MI a GrabillWindows &Doors (810) 798-2817 www.grabillwindow.com Page 96 of 208 HISIORICAL PRO JEC 'IS ,i If Y.2 =- t I- I"F ', ,:„::'i••.:• ,.. k1 b 1 ''.0_.--_., __ F_ , % '' 1 ,4, ,1) °it 14 !II yi 1 Ili \ �� .--.."'-: , I-,- Y k I IL , 11 r,t .'4.,a..A. ti . 1 yya�my� ,... ._„_ 4- .1AA l 1 A���NW - 1li;l'I. r;. - --, Historical Steel Building - Denver, CO Replica Pivot, Awning & Double Hung Windows 1)�i ti� (*A ,--. "Every project reveals the generations of lill- IIIIl III �ii I I I I craftsmanship that came before it. I I I I Tradition, skill and technique carry on." i — ii Ill .0 , -Teresa Grabill Chapman House - Roc he ster Hills, MI Historic a 1 Re p lic a tion & Preservation of Palladian Windows & Tra nsoms Grabill Windows &Doors (810) 798-2817 www.grabillwindow.com Page 97 of 208 et el #10, NFRC e v O�� 914". 91°6€ )1/ (I A z �fM6� Grabill is committed to environmentally conscious and sustainable production ofa11 ofits products. Each product is uniquely designed and built with sustainable , low emitting and recycled materials. Sustainable features Include , but are not limited to : Jig • • Low VOC Gla ss & Finishe s • FSC Certified Wood • Certified, High Performance, Low II- Value Glass & SpacerBar V, �. • Dua 1 C ontinuous We atherStripping ._' • 99%Recycled Bronze Hardware • 90%Recycled Aluminum Extrusions Ti Grab ill products contribute to TEED® (Leadership in Energy & _ r yr Enviro nm e nta 1 De ) Pro sign) 'e c t - ' 4. ,�; g J = - Certification: • Indoor Environmental Quality (EQ) • Materials and Resources (MR) • Energy and Atmosphere (EA) Grabill Windows &Doors 14 (810) 798-2817 www.grabillwindow.com Page 98 of 208 A71/7 GRABILL WINDOWS & DOORS • it tt,,,, yNO. 'ir.-e, • 411114011, .r^ 41001K t _\ x —4/4 42'SP. 111* Xel. • N �� lts_ •yl} t, .!. .4_,..... , ,4„ 41 .„ , . ,...: ,.:4( ,!it. ; _ ,_','.-.t:..3.-• - - , aka• y ± ^c ••._ \.... fit ..rY -. + ud--t -te. ,•' : 3 . - ,-` - - tam ' l,1 r ,_ . may.. '' 'I%illik:17#--.''"...:,..4- ---.'.4, • 1#01Oppitr 111160 it Grabill Windows &Doors (810) 798-2817 www.grabillwindow.com Page 99 of 208 Tit s_c_ _ _Iit..._ GRABILL N. WINDOWS & DOORS 0 •-_ 1i, ,-,:.7.,,.,..,0_.; _ rrs0_ x" 1 aFl41 :f' ii.. :a4_ 1 1, 1:1,,;,:,,;,. :- 0. , k . L. . .., vi 1! I :tr2' ! Z - i 1 4, I V it • P° N. Built with In t e g rity . . . Built to La st. Pa e 100 of 208 o Exhibit L N O N N 0 0 0 O O ▪N N N N O O N w ONN NN RI M M N EO rn Orn Eoo oo aaa as C Nvv vv N d .c N In sheet index N uoi sheet index pJ N landscape drawings consultant drawings 3 ❑❑■❑■ L000 cover ❑❑❑❑❑ # irrigation drawings a ❑❑■❑■ L001 notes ❑❑❑❑❑ # irrigation drawings ❑❑■❑■ L002 notes ❑❑❑❑❑ # pool and spa ❑❑■❑■ L100 tree mitigation plan ❑❑❑❑❑ # pool and spa o, ❑❑❑❑❑ L101 demolition and preservation plan v ❑❑■❑■ L200 layout plan O ❑❑■❑■ L300 material plan o^, ❑❑■❑■ L400 planting schedule ❑❑■❑■ L401 planting plan — ❑❑■❑■ L800 planting details °` m a n o N R+ O r 8• 7 C 8 UJ Q O 10 N C UJ O UJ O f R. 2U UJ J N hpc submission � — context map 3 No N W Ili W • ‘ O O. O . O lc M Y- _ -�� v7 . o c. `J • ra -:�•-1 L a 1• .• Le pia 5�����"�' .a e a 1" . _ n„ f. J. 4J rJS N rn • �� ram' - u = N iii�'• H north client architect landscape architect steve ells selldorf architects bluegreen 234 w francis john spencer sheri sanzone cover aspen,colorado 81611 860 broadway at union square 300 south spring st. new york,new york 10003 suite 202 date I issue t 212 219 9571 aspen,colorado 81611 03/30/2020 50%dd t 970 429 7499 04/15/2020 75%dd f 970 429 9499 06/05/2020 hpc submission structural/mep engineer civil engineer/surveyor irrigation resource engineering group high country engineering,Ilc hines irrigation 502 whiterock ave,suite 102 michael g grzesiak 323 west drake road,suite 204 crested butte,colorado 81244 1517 blake ave,suite 101 fort collins,colorado 80526 t 970 925 2855 glenwood springs,colorado 81601 t 970 282 1800 dodson harper t 970 945 8676 owner reviewed and approved client name/title date client name/title date PRELIMINARY LCVR NOT FOR CONSTRUCTION ©copyright bluegreen Page 101 of 208 SCOPE OF WORK LAYOUT AND CONTROL OF MATERIALS STORAGE AND DISPOSAL RI 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK BY THE 1. LAY OUT AND VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY THE LANDSCAPE ARCHITECT OF 1. VEHICLES,EQUIPMENT,AND/OR MATERIALS SHALL NOT BE PARKED OR STORED IN AREAS OF EXISTING SUBCONTRACTORS. ANY DISCREPANCIES. THE LANDSCAPE ARCHITECT IS TO REVIEW AND APPROVE ALL LAYOUTS CONTAINED VEGETATION,INCLUDING WITHIN THE DRIPLINE OF EXISTING TREES TO REMAIN. IN THE CONTRACT DOCUMENTS PRIOR TO CONSTRUCTION. 2. WATERPROOFING OF SUBGRADE AND OTHER ARCHITECTURAL SPACES BELOW AND/OR ADJACENT TO 2. LANDSCAPE MATERIALS TO BE STORED UNDER SECURED TARPS OR SHEETING TO PROTECT AGAINST IMPROVEMENTS DESIGNED BY THE LANDSCAPE ARCHITECT IS TO BE ADEQUATELY DESIGNED AND 2. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE WIND,RAIN AND SNOW DAMAGE. DETAILED BY OTHERS TO PERMANENTLY REPEL ALL WATER SOURCES INCLUDING,BUT NOT LIMITED TO: DIMENSIONS FROM REDUCED DRAWINGS. C PRECIPITATION,SNOW MELT,SURFACE RUNOFF,SUBSURFACE DRAINAGE,GROUND WATER,IRRIGATION, 3. CONSTRUCTION WASTE,INCLUDING BUT NOT LIMITED TO PLANT MATERIAL,BUILDING MATERIALS, ROOF RUNOFF,GROUND WATER AND PLUMBING LEAKS. 3. DIMENSIONS REFERRED TO AS"EQUAL"INDICATE SPACING WHICH IS EQUIDISTANT MEASURED TO THE DEMOLISHED MATERIALS,PACKAGING,LEFTOVER PAINT AND CONCRETE SLURRY,SHOULD BE PROPERLY IT CENTERLINES. REUSED,RECYCLED,DISPOSED OF LEGALLY OFF-SITE OR IN DESIGNATED WASH-OUT AREAS DETERMINED 01 3. STRUCTURAL DESIGN TO SUPPORT IMPROVEMENTS DESIGNED BY THE LANDSCAPE ARCHITECT AND BY THE GENERAL CONTRACTOR. 7 LOCATED ABOVE,BELOW AND/OR ADJACENT TO SUBGRADE AND OTHER ARCHITECTURAL SPACES IS THE 4. MEASUREMENTS ARE TO THE FINISHED FACE OF BUILDINGS,WALLS OR OTHER FIXED SITE d RESPONSIBILITY OF THE STRUCTURAL ENGINEER. THE STRUCTURAL DESIGN SHOULD BE ADEQUATELY IMPROVEMENTS. DIMENSIONS TO CENTERLINES ARE IDENTIFIED AS SUCH. 4. RECYCLING AND TRASH BINS TO BE PROVIDED ON SITE. SEPARATE BINS FOR CARDBOARD,CO-MINGLED, DESIGNED TO SUPPORT ALL POSSIBLE LOADS INCLUDING,BUT NOT LIMITED TO:BACKFILL,COMPACTION, AND OTHER RECYCLABLE/REUSABLE MATERIALS IDENTIFIED BY THE LOCAL JURISDICTION SHALL BE rn PLANTINGS,HARDSCAPE,RETAINING AND FREESTANDING SITE WALLS AND CONSTRUCTION 5. INSTALL INTERSECTING ELEMENTS AT 90-DEGREE ANGLES,UNLESS OTHERWISE INDICATED. MAINTAIN MAINTAINED. ALL BINS TO BE WILDLIFE-PROOF. MATERIALS/EQUIPMENT/ACTIVITY. HORIZONTAL ALIGNMENT OF ADJACENT ELEMENTS AS INDICATED IN THE CONTRACT DOCUMENTS. v 5. ON-SITE FUEL STORAGE FOR CONSTRUCTION EQUIPMENT IS DISCOURAGED. CONSTRUCTION EQUIPMENT o 4. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR DOCUMENTED WORK FOR WHICH CONSTRUCTION 6. THE CONTRACTOR SHALL PROVIDE A FULL-SCALE MOCKUP OF ALL PAVING SYSTEMS AND RECEIVE USED ON SITE TO BE CHECKED REGULARLY TO ASSURE CONTAMINATION CONCERNS FROM OILS AND rn SERVICES WERE NOT PERFORMED BY THE LANDSCAPE ARCHITECT. APPROVAL FROM THE LANDSCAPE ARCHITECT BEFORE BEGINNING CONSTRUCTION. GREASES ARE ELIMINATED. NO TOXIC MATERIALS SHALL BE STORED ON-SITE. 7. EXPANSION JOINTS SHALL BE PROVIDED WHERE FLATWORK MEETS VERTICAL STRUCTURES,SUCH AS rn WALLS,CURBS,STEPS,AND OTHER HARDSCAPE ELEMENTS. EXPANSION JOINTS SHALL ALSO BE n PROVIDED AT MATERIAL CHANGES. EXPANSION JOINT MATERIALS/METHODS SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. ?al- CONTROL OF WORK 8. CONTROL JOINTS SHOULD BE SPACED NO GREATER THAN TEN(10)LINEAR FEET MAXIMUM,UNLESS EROSION AND DUST CONTROL OTHERWISE SPECIFIED.EXPANSION JOINTS SHOULD BE SPACED NO GREATER THAN FORTY(40)LINEAR a' FEET MAXIMUM,UNLESS OTHERWISE SPECIFIED.THE CONTRACTOR SHALL ADVISE ON OTHER JOINTS AS - NEEDED TO MINIMIZE CRACKING.THIS INFORMATION SHALL BE SUBMITTED TO THE LANDSCAPE o 1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT JOB SITE AND NOTIFY THE LANDSCAPE ARCHITECT ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 1. THESE NOTES SUPPLEMENT THE CIVIL ENGINEERING DOCUMENT SET. NOTIFY THE LANDSCAPE i.,. 9 ARCHITECT AND CIVIL ENGINEER OF ANY DISCREPANCIES. a) o0 AND GENERAL CONTRACTOR OF DIMENSIONAL ERRORS,OMISSIONS OR DISCREPANCIES BEFORE n o BEGINNING ANY WORK. 9. ALL STEPS SHALL HAVE FOURTEEN(14)INCH TREADS AND SIX(6)INCH RISERS,UNLESS OTHERWISE m -oSPECIFIED. 2. PRIOR TO BEGINNING ANY DISTURBANCE,THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL SESC c 2. ALL WORK SHALL CONFORM TO THE APPROPRIATE AGENCIES. THE CONTRACTOR SHALL VERIFY LOCATION ‘2,'MEASURES AS SHOWN ON THE CONTRACT DOCUMENTS AND AS REQUIRED BY ANY GOVERNING AGENCIES. i u OF ALL EXISTING UTILITIES,LINES AND STRUCTURES PRIOR TO EXCAVATION OR TRENCHING. DAMAGE 10. HOLD TOP OF WALLS&FENCES AND ALL SITE FURNISHINGS LEVEL UNLESS OTHERWISE SPECIFIED. - SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER. THE LANDSCAPE ARCHITECT 3. ALL SESC MEASURES TO BE MAINTAINED DAILY. 9 o. ASSUMES NO RESPONSIBILITY FOR UTILITIES OR STRUCTURES NOT SHOWN ON THE LANDSCAPE 11. THE CONTRACTOR SHALL NOT INSTALL WORK LOCATED ON TOP OF ARCHITECTURAL STRUCTURES n u,m DRAWING SET. THE CONTRACTOR MUST VERIFY THE EXACT LOCATION OF UTILITIES PRIOR TO WITHOUT FIRST REVIEWING ARCHITECTURAL DRAWINGS. 4. THE CONTRACTOR SHALL PREVENT SOIL LOSS TO WIND AND WATER EROSION. 3 CONSTRUCTION AND NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. THE CONTRACTOR 3 12. SAMPLES OF SPECIFIED MATERIALS SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR REVIEW 5. THE CONTRACTOR IS TO CONDUCT ALL EXCAVATION,FILLING,GRADING,AND CLEANUP OPERATIONS IN A o SHALL USE EXTREME CAUTION WHEN WORKING OVER OR NEAR EXISTING GAS AND ELECTRICAL LINES. AND APPROVAL PRIOR TO PROCUREMENT. MANNER SUCH THAT SEDIMENT GENERATED BY WIND OR WATER IS NOT DISCHARGED INTO ANY STORM `� v 3. 'CONTRACT DOCUMENTS'INCLUDE THE LANDSCAPE DRAWING SET,LANDSCAPE TECHNICAL SEWER,DRAINAGE DITCH,RIVER,LAKE,AIR OR UNDERGROUND UTILITY SYSTEM. P. SPECIFICATIONS MANUAL AND LANDSCAPE LASTS. 6. WATER FROM TRENCHES AND OTHER EXCAVATION TO BE PUMPED INTO A FILTRATION BAG TO REMOVE - SEDIMENTS FROM THE WATER. 11 4. THE LANDSCAPE ARCHITECT HAS PROVIDED DESIGN INTENT BUT DOES NOT DEFINE THE APPROPRIATE CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES UTILIZED OR SAFETY PRECAUTIONS.THE 7. NORTH AMERICAN GREEN SC-150 OR EQUIVALENT EROSION CONTROL FABRIC IS REQUIRED ON ALL . LANDSCAPE ARCHITECT WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE EARTHWORK DISTURBED SLOPES GREATER THAN 33%UNTIL PROJECT AREA IS REVEGETATED PER THE PLANTING PLAN. 2 WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. ii 5. THE CONTRACTOR IS TO VERIFY ALL QUANTITIES. IN CASE OF ANY DISCREPANCIES,GRAPHICALLY 8. CONTRACTOR TO PROVIDE ONSITE WATERING TO REDUCE FUGITIVE DUST LEAVING THE SITE DURING CONSTRUCTION. SHOWN MATERIAL QUANTITIES SHALL TAKE PRECEDENCE. S 1. THESE NOTES SUPPLEMENT THE CIVIL ENGINEERING DOCUMENT SET. NOTIFY THE LANDSCAPE ARCHITECT 6. A SYSTEM OF DIAGRAMMATIC SYMBOLS,HATCHES AND NOTATIONS IS USED IN THESE DRAWINGS. AND CIVIL ENGINEER OF ANY DISCREPANCIES. 9. SOIL EROSION CONTROL MEASURES TO BE PROVIDED FOR ALL EXISTING AND PROPOSED DRAINAGE o STRUCTURES WITHIN THE PROJECT LIMITS. nC5i REVIEW NOTATIONS CAREFULLY AND REQUEST CLARIFICATION FROM THE LANDSCAPE ARCHITECT 2. LIMITS OF DISTURBANCE SHOWN ON PLANS AND CROSS-SECTIONS SHALL BE CLEARLY MARKED AND REGARDING ANY UNCLEAR NOTATION OR DISCREPANCY PRIOR TO COMMENCING WORK. DESIGNATED ON-SITE PRIOR TO ANY EARTHWORK. 10. CONSTRUCTION STAGING AND PHASING SHALL OCCUR,WHERE APPLICABLE,TO MINIMIZE SOIL DISTURBANCE TIME,THEREBY REDUCING THE OPPORTUNITY FOR SOIL EROSION. 7. PROVIDE SLEEVES AS REQUIRED FOR DRAINAGE,IRRIGATION AND ELECTRICAL LINES. IRRIGATION AND ELECTRICAL SLEEVES AND SUBSURFACE DRAINAGE SYSTEMS SHALL BE CONSTRUCTED PRIOR TO PAVING 3. THE PROJECT LIMIT OF CONSTRUCTION AND ALL EXISTING VEGETATION TO REMAIN IS TO BE CLEARLY AND LANDSCAPE WORK.UTILITY SLEEVES ARE REQUIRED IN ALL PLANT BEDS ISOLATED BY PAVEMENT OR DEFINED BY STURDY,WEATHERPROOF FENCING AT A MINIMUM OF FOUR(4)FOOT HEIGHT. 11. BEST MANAGEMENT PRACTICES(BMPs)SHALL BE ADJUSTED AS NEEDED TO MEET ANY OTHER UNFORESEEN CONDITIONS. ANY OTHER STRUCTURES. 4. EXISTING TREES TO BE PRESERVED SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE AS THEY BEAR TO PRE-CONSTRUCTION GRADE. 12. THE GENERAL CONTRACTOR MUST INSTALL A MUD TRACKING PAD/WASHING PAD AT THE CONSTRUCTION 8. SPECIAL CONSIDERATION IS GIVEN TO THE DESIGN AND INTENDED RELATIONSHIP BETWEEN ENTRANCES TO MINIMIZE MUD DETACHMENT FROM TRUCK TIRES. 1-1/2 INCH SCREENED ROCK TO BE (I) ARCHITECTURE,PLANTING AREAS AND PAVING SYSTEMS. PAVEMENT JOINTING,PAVERS,STONE, 5. EXISTING TREES&VEGETATION TO BE PRESERVED SHALL BE PROTECTED WITH STURDY,WEATHERPROOF PLACED ON MIRAFI 140-N FILTER FABRIC. ADDITIONAL CLEAN GRAVEL TO BE ADDED THROUGHOUT THE FINISHES AND GRADES HAVE BEEN STRICTLY COORDINATED DURING THE DESIGN PROCESS. FENCING AT A MINIMUM FOUR(4)FOOT HEIGHT INSTALLED NO CLOSER TO THE TREE TRUNK THAN ITS DURATION OF CONSTRUCTION AS NEEDED. o CONSTRUCTION OF THESE SYSTEMS MUST BE STRICTLY COORDINATED.NOTIFY THE LANDSCAPE DRIPLINE. THIS FENCE SHALL BE MAINTAINED IN WORKING ORDER DURING ALL PHASES OF ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION. CONSTRUCTION.MAINTAIN TREE PROTECTION ZONES FREE OF WEEDS AND TRASH. 13. THE CONTRACTOR SHALL ABIDE BY CONSTRUCTION MANAGEMENT PLAN REQUIREMENTS SET FORTH BY m LOCAL,STATE AND FEDERAL JURISDICTIONS AND OTHER GOVERNING BODIES/AGENCIES. o` 9. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT OF ANY CONFLICTS IN GEOTECHNICAL REPORT RECOMMENDATIONS AND LANDSCAPE DRAWINGS OR OTHER CONSULTANT DRAWINGS. 6. NO WORK SHALL BE CONDUCTED WITHIN THE DRIPLINE,UNLESS REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT. ALL WORK APPROVED WITHIN THE DRIPLINE SHALL BE COMPLETED BY HAND. 14. IF SITE WORK IS DELAYED DUE TO ANY CIRCUMSTANCE;THE CONTRACTOR SHALL PROTECT PREPARED 10. THE CONTRACTOR SHALL VERIFY THE PLACEMENT OF FLATWORK PENETRATIONS TO ENSURE PROTECT ROOT SYSTEMS FROM PONDING,EROSION OR EXCESSIVE WETTING. PLANT BEDS FROM EROSION. `� c m COORDINATION OF SURFACE FIXTURES,SUCH AS DRAINS AND LIGHTS. NOTIFY THE GENERAL 7, SOIL ANALYSIS MUST BE PERFORMED BY A QUALIFIED SOIL-TESTING LABORATORY ON IMPORTED OR CONTRACTOR AND LANDSCAPE ARCHITECT OF DISCREPANCIES PRIOR TO CONSTRUCTION OF FLATWORK. MANUFACTURED TOPSOIL. A WRITTEN ANALYSIS MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR _ 11. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS TO VERIFY FINISHED FLOOR REVIEW PRIOR TO INSTALLATION.THIS REPORT MUST STATE PERCENTAGES OF ORGANIC MATTER; ELEVATIONS. NOTIFY THE GENERAL CONTRACTOR AND LANDSCAPE ARCHITECT OF DISCREPANCIES PRIOR GRADATION OF SAND,SILT,AND CLAY CONTENT;CATION EXCHANGE CAPACITY;NATURE OF DELETERIOUS 4. TO CONSTRUCTION. MATERIAL;PH;AND MINERAL AND PLANT NUTRIENT CONTENT OF THE SOIL. 3 v 12. THE CONTRACTOR SHALL REFER TO THE MECHANICAL DRAWINGS TO VERIFY DRAIN LOCATIONS OVER 8. IMPORTED TOPSOIL IS TO BE OBTAINED FROM NATURALLY WELL-DRAINED CONSTRUCTION OR MINING STRUCTURE. NOTIFY THE GENERAL CONTRACTOR AND LANDSCAPE ARCHITECT OF DISCREPANCIES PRIOR SITES WHERE TOPSOIL OCCURS AT LEAST 4 INCHES DEEP.DO NOT OBTAIN FROM AGRICULTURAL LAND, rn TO CONSTRUCTION. BOGS OR MARSHES. 13. THE CONTRACTOR SHALL REFER TO THE CIVIL ENGINEERING DRAWINGS TO VERIFY UTILITY AND OTHER 9. PROPOSED ELEVATIONS INDICATED ON DRAWINGS ARE FINISHED GRADE ELEVATIONS. THE CONTRACTOR DRAIN LOCATIONS. NOTIFY THE GENERAL CONTRACTOR AND LANDSCAPE ARCHITECT OF DISCREPANCIES SHALL DIRECT ROUGH GRADE WORK TO ALLOW FOR SUFFICIENT TOPSOIL AND OTHER FINISHED PRIOR TO CONSTRUCTION. CONDITIONS AS DESCRIBED IN THE CONTRACT DOCUMENTS. 14. THE GENERAL CONTRACTOR IS TO KEEP ALL ITEMS DESIGNED BY THE LANDSCAPE ARCHITECT FOR 10. ALL FINISHED GRADES SHALL MEET AND BLEND SMOOTHLY WITH EXISTING GRADES AT THE PROJECT LIMIT. IMPLEMENTATION IN PROPER WORKING ORDER THROUGHOUT THE DURATION OF THE PROJECT. 11. ALL FINISHED GRADES SHALL BE WITHOUT LOW SPOTS OR POCKETS. THE CONTRACTOR SHALL SET FLOW LINES ACCURATELY AND PROVIDE A MINIMUM OF TWO(2)PERCENT OR MAXIMUM OF FIFTY(50)PERCENT, UNLESS OTHERWISE NOTED. 12. ALL FINISHED GRADES SHALL PRESENT SMOOTH TRANSITIONS BETWEEN TOES AND TOPS OF SLOPES. 13. THE MAXIMUM SLOPE OF SOD TO BE 33%IN AREAS DESIGNATED AS"LAWN,"UNLESS OTHERWISE NOTED. LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC 14. ALL MANHOLES,VALVE BOXES,UTILITY BOXES AND PEDESTALS,AND OTHER APPURTENANCES SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH THE LOCAL,STATE AND FEDERAL JURISDICTIONS AND notes GOVERNING BODIES/AGENCIES OR UTILITY RULES AND REGULATIONS,UNLESS OTHERWISE NOTED. date I issue 1. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION.ALL CONTRACTORS 03/30/2020 50%dd MUST COMPLY WITH PERMIT REQUIREMENTS,LOCAL,STATE AND FEDERAL JURISDICTIONS AND 15. DEFINITION OF COMPACTION:PROCTOR DRY DENSITY. 04/15/2020 75%dd GOVERNING BODIES/AGENCIES RULES AND REGULATIONS AND LAND USE APPROVAL CONDITIONS AT ALL 16. SOIL COMPACTION BENEATH PAVEMENTS,STEPS,WALLS AND LIGHT FOUNDATIONS SHALL BE 95% 06/05/2020 hpc submission TIMES. PROCTOR DENSITY MINIMUM,UNLESS OTHERWISE SPECIFIED. 2. WORK PERFORMED WITHOUT APPROVAL OF LOCAL,STATE AND FEDERAL JURISDICTIONS AND GOVERNING 17. GRADING AND EXCAVATION WORK SHALL BE COMPLETED DURING DRY AND NON-FREEZING WEATHER BODIES/AGENCIES AND/OR NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS IS SUBJECT TO CONDITIONS. REMOVAL AT THE CONTRACTOR'S EXPENSE. 18. THE CONTRACTOR SHALL REMOVE AND STOCKPILE TOPSOIL FOR REUSE ON-SITE.SOIL SHALL BE SCREENED 3. ALL CONSTRUCTION AND MATERIALS NOT SPECIFICALLY ADDRESSED IN THE CONTRACT DOCUMENTS SHALL TO REMOVE ROCKS AND BOULDERS. BE IN ACCORDANCE WITH LOCAL,STATE AND FEDERAL JURISDICTIONS AND GOVERNING BODIES/AGENCIES STANDARDS. 19. THE CONTRACTOR SHALL REUSE ANY STRUCTURAL SOIL FOUND ON SITE. 4. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT EXISTING 20.THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES. IMPROVEMENTS FROM DAMAGE AND ANY SUCH IMPROVEMENTS AND STRUCTURES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR RECONSTRUCTED SATISFACTORY TO THE LANDSCAPE 21.THE GENERAL CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY DRAINAGE DEVICES DURING ARCHITECT AT THE CONTRACTOR'S EXPENSE. CONSTRUCTION. 5. ALL BARRICADING AND TEMPORARY TRAFFIC CONTROL DEVICES OR METHODS USED DURING 22.THE CONTRACTOR SHALL VERIFY ALL CONTROL POINTS,FINISH FLOOR ELEVATIONS AND PROPOSED SPOT CONSTRUCTION SHALL BE IN ACCORDANCE WITH LOCAL,STATE AND FEDERAL JURISDICTIONS AND ELEVATIONS WITH THE LANDSCAPE ARCHITECT PRIOR TO FORMWORK INSTALLATION. GOVERNING BODIES/AGENCIES STANDARDS. PROVIDE ADEQUATE TIME FOR REVIEW AND APPROVAL BY L�0 THE ABOVE JURISDICTIONS PRIOR TO COMMENCEMENT OF WORK. PRELIMINARY NOT FOR CONSTRUCTION ©copyright bluegreen Page 102 of 208 PLANTING AND TRANSPLANTING SOIL AMENDMENT CRITERIA AND PREPARATION MULCHING RI 1. PLANT MATERIAL IS TO BE HEALTHY SPECIMENS FREE FROM DISEASE OR DAMAGE,AND IS TO BE 1. TOPSOIL OF GRASSES(INCLUDING TURF),SHRUBS,PERENNIALS,AND ANNUALS SHALL BE A SANDY LOAM 1. MULCH OR PLANTING BED DRESSING SHALL BE PLACED IN ALL PLANTING AREAS AS SPECIFIED.MULCH OR MAINTAINED IN EXCELLENT CONDITION WHILE ON THE JOBSITE. THE LANDSCAPE ARCHITECT SHALL TO A DEPTH OF AT LEAST 6 INCHES(6")CONTAINING AT LEAST 5 PERCENT(5%)ORGANIC MATTER BY PLANTING BED DRESSING SHALL NOT BE PLACED WITHIN SIX(6)INCHES OF TREE TRUNKS.MULCHING INSPECT PLANT MATERIAL UPON ARRIVAL TO JOBSITE AND WILL REJECT PLANT MATERIAL THAT DOES NOT VOLUME.TOPSOIL TO BE GOOD CLEAN ORGANIC SOIL(FREE OF WEEDS AND ROCKS). SHOULD BE REPEATED ANNUALLY DURING THE AUTUMN TO A THREE(3)INCH DEPTH. MEET THE STANDARDS DESCRIBED WITHIN THE CONTRACT DOCUMENTS. 2. TREE SOIL SHOULD HAVE A MINIMUM DEPTH OF 3 FEET(3').BOTH TOPSOIL AND SUBSOIL LAYERS SHALL BE 2. THE SITE MUST BE MULCHED WITH WEED-FREE MULCH(HAY OR HYDROMULCH)AFTER SEEDING. 2. LANDSCAPE MATERIALS TO BE STORED UNDER SECURED TARPS OR SHEETING TO PROTECT AGAINST WIND, SANDY LOAM.THE TOP SOIL SHALL BE AT LEAST 6 INCHES(6")AND HAVE 5 PERCENT(5%)ORGANIC C RAIN AND SNOW DAMAGE. MATTER BY WEIGHT AND SUBSOIL SHALL HAVE AT LEAST ONE TO THREE PERCENT(1-3%)ORGANIC 3. HYDROMULCH MUST BE APPLIED SEPARATELY FOLLOWING SEED APPLICATION.DO NOT OVERSPRAY AS THIS y MATTER BY WEIGHT. MAY RESULT IN EROSION. AN ORGANIC TACKIFIER SHALL BE ADDED TO THE SLURRY TO ENHANCE THE CI 3. STOCKPILED PLANT MATERIAL TO BE PLACED IN THE SHADE AND PROPERLY HAND-WATERED UNTIL DURABILITY OF THE APPLIED MULCH COVER.APPLY AT A RATE OF 3,000 LBS PER ACRE(3360 KG/HA).ADD y PLANTED. 3. A MINIMUM OF FOUR(4)CUBIC YARDS OF ORGANIC MATTER SOIL AMENDMENT PER ONE-THOUSAND AN ORGANIC-BASED TACKIFIER AT THE RATE OF 150 LBS PER ACRE TO PREVENT EROSION. SQUARE FEET OF LANDSCAPED AREA SHALL BE REQUIRED AS NECESSARY TO MEET THE 5 PERCENT(5%) S 4. THE LANDSCAPE ARCHITECT WILL PERIODICALLY INSPECT PLANT MATERIAL STOCKPILED AND/OR PLANTED ORGANIC MATTER SPECIFICATION. 4. HAY MULCH MUST BE WEED-FREE.HAY TO BE"CRIMPED"INTO THE SOIL SURFACE BY HAND ON STEEP rn ON SITE DURING THE COURSE OF CONSTRUCTION.PLANT MATERIAL NOT MEETING THE STANDARDS SLOPES.ON FLAT SURFACES A MODIFIED DISC PLOW MAY BE UTILIZED TO DRIVE THE HAY STEMS INTO THE v CONTAINED WITHIN THE CONTRACT DOCUMENTS SHALL BE REPLACED AT NO COST TO THE OWNER. 4. SOIL AMENDMENT ORGANIC MATTER SHALL CONSIST OF EITHER CLASS I AND CLASS II COMPOST. SOIL TO REDUCE SURFACE WIND SPEEDS AND SOIL DESICCATION. APPLY AT THE RATE OF 3,000 TO 4,000 LBS PER ACRE(3360-4480 KG/HA).ADD AN ORGANIC-BASED TACKIFIER AT THE RATE OF 150 LBS PER ACRE v 5. PROVIDE MATCHING SIZES AND FORMS FOR EACH PLANT OF THE SAME SPECIES UNLESS OTHERWISE 5. AMENDMENT SHALL BE TILLED TO A MINIMUM DEPTH OF SIX INCHES(6"). TO PREVENT EROSION. INDICATED. rn 6. SITE SHALL BE GRADED TO WITHIN TWO-TENTHS OF A FOOT(2/10TH')OF THE GRADING PLAN. 5. FINE GRADE MULCH WITH INTEGRATED SOIL CONDITIONER SHALL BE USED IN AREAS PROXIMATE TO 6. THE CONTRACTOR IS TO VERIFY ALL QUANTITIES. IN CASE OF DISCREPANCIES,GRAPHICALLY SHOWN ARCHITECTURAL STRUCTURES TO RETURN NUTRIENTS TO THE SOIL,REDUCE MAINTENANCE AND MINIMIZE QUANTITIES SHALL TAKE PRECEDENCE. 7. SITE SHALL BE FREE OF ROCKS AND DEBRIS OVER ONE INCH(1")DIAMETER IN SIZE.ROCKS AND DEBRIS EVAPORATION. MINI-NUGGET TYPE DECORATIVE BARK MULCH MAY BE USED IN CONJUNCTION WITH SOIL 0.5 INCH(0.5")TO ONE INCH(1")SHALL NOT EXCEED 5 PERCENT(5%)BY VOLUME AND GRAVEL 0.6 INCH CONDITIONER WHEN SPECIFIED IN THE CONTRACT DOCUMENTS. 7. ALL MATERIALS USED SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE CURRENT AMERICAN (0.6")TO 1.25 INCHES(1.25")SHALL NOT EXCEED 5 PERCENT(5%)BY VOLUME.PARTICLES SUCH AS ry STANDARDS FOR NURSERY STOCK,PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. CONCRETE,BRICK,GLASS,METAL,WOOD OR PLASTIC GREATER THAN ONE INCH(1")SHALL NOT BE v ALLOWED.THE TOTAL VOLUME OF THESE MATERIALS SMALLER THAN ONE INCH(1")SHALL NOT EXCEEDS SITEWORK ABBREVIATIONS 6, 8. ALL TREES MUST BE SOURCED FROM A REGION COMPARABLE IN CLIMATE TO THE HIGH ROCKIES(I.E. PERCENT(5%). WY,ID,CO,UT,MT) 8. SITE SHALL BE FREE OF DIRT CLODS OVER THREE-QUARTER INCH(3/4")DIAMETER IN SIZE.DRYLAND SEED S ,y 9. TREES TO BE HEALTHY,FREE OF DISEASE AND PESTS,AND SINGLE-STEMMED UNLESS OTHERWISE NOTED. AREAS MAY CONTAIN DIRT CLODS UP TO TWO INCH(2")DIAMETER IN SIZE. MAX MAXIMUM °u 10. ALL PLANT MATERIAL SHALL BE INSTALLED PLUMB AND PER THE SPECIFICATIONS CONTAINED WITHIN THE ARCH ARCHITECTURE MIN MINIMUM 9. STOCKPILING-STRIPPING AND STOCKPILING OF INDIGENOUS SOIL(TOPSOIL)SHALL BE REQUIRED AVG AVERAGE MISC MISCELLANEOUS n 0 CONTRACT DOCUMENTS. ANY NECESSARY STAKING AND/OR OTHER SUPPORTS MATERIALS/METHODS DURING CONSTRUCTION(EXCEPT AS WAIVED BY THE CITY OF ASPEN).THE REPLACEMENT OF THIS SOIL, B&B BALLED AND BURLAPPED NIC NOT IN CONTRACT '0 v SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO PLUS ADDITIONAL SOIL AMENDMENTS,ARE CRITICAL TO SUCCESSFUL PLANT MATERIAL ESTABLISHMENT, BC BOTTOM OF CURB NOM NOMINAL u c INSTALLATION. ONGOING HEALTH,AND EFFICIENT USE OF WATER THROUGH THE LIFE OF THE PROJECT. : $ BW BOTTOM OF WALL NTS NOT TO SCALE CALIPER OC ON CENTER s, 11. THE CONTRACTOR SHALL PRUNE EXISTING AND/OR NEW TREES ONLY PER LANDSCAPE ARCHITECT 10. THE SOIL SHALL HAVE NO HERBICIDES,HEAVY METALS,BIOLOGICAL TOXINS OR HYDROCARBONS THAT CAL a DIRECTION. CF CUBIC FOOT PLACEEEET) B OPPOSITE IMPACT PLANT GROWTH OR EXCEED THE EPA'S STANDARDS FOR SOIL CONTAMINANT. CIP CAST IN FOB POINT OF BEGINNING 3 m CJ CONTROL JOINT POC POINT OF CURVATURE - 12. THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL TREES AND B&B SHRUBS FOR LANDSCAPE 3 ARCHITECT REVIEW AND APPROVAL PRIOR TO INSTALLATION. CL CENTERLINE PED PEDESTRIAN 3 N CONC CONCRETE PERF PERFORATED 13. ALL ROOT-WRAPPING MATERIALS THAT ARE NOT BIO-DEGRADABLE SHALL BE REMOVED FROM THE ROOT CONT CONTINUOUS PL PROPERTY LINE PVC BALL.ROOT BALLS SHALL BE FREE OF WEEDS. IRRIGATION CU DEG CUBIC DEGREE PVMT PAVEMIENT NYL CHLORIDE a 14. SPECIFIED PLANT MATERIAL SIZES SHALL BE CONSIDERED MINIMUM SIZES. DEMO DEMOLISH,DEMOLITION QTY QUANTITY DIA DIAMETER R RADIUS 15. FINISH GRADE OF PLANTING BEDS SHALL BE ONE(1)INCH BELOW ADJACENT FLATWORK UNLESS DTL DETAIL RE REFERENCE SPECIFIED OTHERWISE. 1. REFERENCE IRRIGATION SHEETS IR100-IR103 FOR IRRIGATION PLAN AND DETAILS.SUPPLEMENTAL DWG DRAWING REV REVISION,REVISED INFORMATION IS INCLUDED IN NOTES BELOW. EA EACH ROW RIGHT OF WAY 0 16. ALL VEGETATION PROPOSED FOR INSTALLATION OUTSIDE THE BUILDING ENVELOPE TO BE NATIVE UNLESS El EXPANSION JOINT SF SQUARE FOOT(FEET) OTHERWISE NOTED. PLANTING PROPOSED TO OCCUR OUTSIDE THE BUILDING ENVELOPE IS FOR 2. ALL NEW TREES AND SHRUBS TO RECEIVE DRIP-TYPE IRRIGATION. EL ELEVATION SIM SIMILAR r RESTORATION PURPOSES ONLY OR IS SPECIFIC TO UTILITIES RESTORATION. ENG ENGINEER SPECS SPECIFICATIONS N 3. ALL REVEGETATED AREAS TO RECEIVE SPRAY-TYPE IRRIGATION FOR FIRST TWO GROWING SEASONS EQ EQUAL SQ SQUARE o 17. SIX(6)INCH TOPSOIL SHALL BE PROVIDED FOR ALL LAWN,TURF,AND NATIVE PLANTING ZONES. MINIMUM. EQUIP EQUIPMENT STA STATION EIGHTEEN(18)INCH PLANT MIX SHALL BE PROVIDED FOR ALL PERENNIAL PLANTING BEDS UNLESS EXIST EXISTING STD STANDARD OTHERWISE NOTED. 4. ALL PERENNIAL BEDS TO RECEIVE SPRAY-TYPE IRRIGATION. EXP EXPOSED TBD TO BE DECIDED FFE FINISH FLOOR ELEVATION TC TOP OF CURB 5. ALL SPRAY-TYPE IRRIGATION TO BE DIRECTED AWAY FROM STRUCTURES. FG FINISHED GRADE THK THICK FIN FINISH TOPO TOPOGRAPHY 6. INSTALL SPRAY HEADS ALONG SIDEWALKS ON POP-UP RISERS. FL FLOW LINE TP TOP OF PAVEMENT/PAVER FT FOOT(FEET) TR TOP OF RAMP 7. LOCATE HEADS SO THEY ARE PROTECTED FROM TRAVEL AND DO NOT CAUSE WATER TO FALL ON PAVERS, GA GAUGE TS TOP OF STEP SEEDING/ FERTILIZER/ SOIL CONDITIONER/ SODDING MASONRY OR OTHER ARCHITECTURAL SURFACES. GC GENERAL CONTRACTOR TW TOP OF WALL ( ) HDPE HIGH DENSITY POLYETHYLENE TYP TYPICAL 8. ADJUST HEAD LOCATION IF SPRAY IS DETRIMENTAL TO OR BLOCKED BY TREE,SHRUB OR STRUCTURE, HORIZ HORIZONTAL VAR VARIES a MAINTAINING EVEN COVERAGE OF PLANTING AREAS. HP HIGH POINT VEH VEHICULAR HT(H) HEIGHT VIF VERIFY IN FIELD 1. ALL NEWLY REGRADED OR OTHERWISE DISTURBED SLOPES ARE TO BE REVEGETATED. 9. THE GENERAL CONTRACTOR IS TO COORDINATE SIZE AND LOCATION OF SLAB PENETRATIONS FOR IN INCH(INCHES) W WIDTH c IRRIGATION EQUIPMENT WITH THE MECHANICAL CONTRACTORS. IRR IRRIGATION W/ WITH /0 8 2. MINIMUM SIX(6)INCHES OF TOPSOIL TO BE PLACED IN AREAS TO RECEIVE SEED,TURF AND NATIVE JT JOINT W/O WITHOUT �/ - PLANTING.TOPSOIL TO BE GOOD CLEAN ORGANIC SOIL(FREE OF WEEDS AND ROCKS). 10. INSTALL MAIN LINES TO SLOPE AT 1%MINIMUM TO MANUAL DRAIN VALVES LOCATED AT LOW POINTS OF L LENGTH WT WEIGHT n THE MAIN SYSTEM. LP LOW POINT YD YARD(YARDS) (.L o 3. SEED MIXTURES AND FERTILIZER SHALL BE APPLIED PER THE REQUIREMENTS OF THE GOVERNING LT LIGHT _ JURISDICTIONS,UNLESS OTHERWISE NOTED. 11. INSTALL 3/4 INCH POLYETHYLENE LATERAL LINES TO SLOPE AT 1%MINIMUM TO AUTOMATIC DRAIN m VALVES LOCATED AT LOW POINTS OF LATERAL SYSTEMS. 4. ALL SEED MUST BE CERTIFIED WEED FREE.NO SEED CAN CONTAIN ANY SPECIES ON THE CITY,COUNTY MASTER FINISH SCHEDULE 4. OR STATE NOXIOUS WEED LISTS.SEED MIX SUPPLY SHALL HAVE THE CERTIFIED SEED(BLUE TAG)OR 12. TRENCHES TO BE OF SUFFICIENT DEPTH TO PROVIDE 18 INCHES OF COVER OVER LATERAL LINES. SOURCE IDENTIFIED SEED(YELLOW TAG)ATTACHED.ONLY SEED WITH A COMPLETE ANALYSIS LABEL ON SLEEVED LINES SHALL HAVE A MINIMUM COVER OF 24 INCHES. TRENCHES ARE TO BE BACKFILLED WITH V 7F M THE BAG AND A CURRENT GERMINATION TEST CONDUCTED BY AN ACCREDITED LABORATORY WILL BE MATERIAL FREE OF ROCKS GREATER THAN 3/4 INCH IN DIAMETER. ry ACCEPTED. DESCRIPTION/ SPECIFICATION M 13. INSTALL BACKFLOW PREVENTER(S)IN COORDINATION WITH THE GENERAL CONTRACTOR. BACKFLOW DETAIL 5. SEEDING SHALL OCCUR IN THE EARLY SPRING AND LATE FALL.SEEDING SHALL NOT BE PERFORMED WHEN PREVENTERS SHALL BE INSTALLED PLUMB AND SQUARE WITH ADJACENT PAVEMENT EDGES OR ^' THE GROUND IS FROZEN.FOR WARM SEASON SPECIES,SEEDING IN LATE SPRING OR EARLY SUMMER IS STRUCTURES.COLOR,BLACK. STONE GRAY BASALT,FLAME FINISHED,SAW CUT EDGE,MULTIPLE SIZES TBD,ALL STONE PAVING TO BE ` Y MORE LIKELY TO ACCOMPANY TEMPERATURES WARM ENOUGH TO SUPPORT GERMINATION.SEED THE SITE FLATWORK SNOWMELTED,e"GROUT JOINTS AS SOON AS FINAL GRADING AND TOPSOIL PLACEMENT HAVE OCCURRED TO MINIMIZE EROSION AND 14. CONTROL VALVE BOX AND HEAD BOX LOCATIONS TO BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR WEED ESTABLISHMENT ON THE PROJECT.DURING PERIODS OF TIME WHEN SEEDING CANNOT BE TO INSTALLATION.COLOR,BLACK. SITE WALLS SOLID BASALT STONE WALL,FLAME FINISHED ON TOP AND FRONT FACING SIDES,SAW ACCOMPLISHED,SOILS SHALL NOT REMAIN UNPROTECTED. 15. THE FINAL LOCATION AND EXACT POSITIONING OF THE CONTROL STATION SHALL BE APPROVED BY THE CUT EDGES,e"GROUT JOINTS. 6. UNLESS OTHERWISE NOTED,HAND BROADCAST OF SEED SHALL BE USED ON ALL SLOPES,INCLUDING OWNER'S AUTHORIZED REPRESENTATIVE OR GENERAL CONTRACTOR PRIOR TO INSTALLATION. THOSE THAT ARE STEEP(GREATER THAN 33%),EXTREMELY ROCKY,REMOTE OR INACCESSIBLE. SEED STEPS GRAY BASALT VENEER,FLAME FINISHED,SAW CUT EDGES,INSTALLED OVER RATE WILL VARY PER SEED MIXTURE SPECIFIED. BROADCAST SEEDING REQUIRES DOUBLE OR TRIPLE THE 16. VALVE BOXES SHALL BE INSTALLED FLUSH WITH FINISH GRADE. ALIGN VALVE BOXES WITH ADJACENT SNOWMELTED CONCRETE,WITH 1/8"GROUT JOINTS SEEDING RATE OF DRILL SEEDING,AND CALIBRATION OF SEEDING RATES IS LESS PRECISE THAN WITH PAVEMENT EDGES OR STRUCTURES. VALVE BOXES TO BE PLACED A MINIMUM OF 12 INCHES FROM AND DRILL SEEDING. SOILS TO BE RAKED OR HARROWED TO ELIMINATE CRUSTING BEFORE ACCEPTING PARALLEL TO CURBS AND WALKS. GROUPED VALVES TO BE EQUALLY SPACED AND PARALLEL.CONCEAL DRAINS AND BROADCAST SEED. CARE SHALL BE TAKEN TO ENSURE UNIFORM COVERAGE(EVEN SEED APPLICATION ALL BOXES IN PLANTING BEDS WHERE POSSIBLE AND COVER WITH MULCH.VALVE BOXES SHALL BE GRATES SLOT DRAIN PRODUCTS 7000 SERIES SLOT DRAIN,OTHERS TBD RATES)OVER THE AREA. SEEDING SHALL NOT OCCUR DURING WINDY WEATHER. INTEGRAL PLASTIC WITH BOLT DOWN LID;COLOR,BLACK. 7. HAND RAKE SEED INTO TOPSOIL NO MORE THAN 3/4 INCH DEEP TO COVER. SOIL/SEED CONTACT IS 17. CONTRACTOR TO MAINTAIN A SET OF"AS-BUILT"DRAWINGS THROUGHOUT THE COURSE OF SPA SPRAYED GUNITE PLASTER FINISH,DIAMOND BRIGHT ONYX,WITH CRITICAL FOR GROWTH. CONSTRUCTION AND DELIVER THESE DRAWINGS TO THE OWNER'S REPRESENTATIVE AND LANDSCAPE GRAY BASALT WATER LINE TILE notes ARCHITECT UPON COMPLETION OF WORK. date I issue 8. DRILL SEEDING,WHEN INDICATED IN THE CONTRACT DOCUMENTS,MAY OCCUR ON SLOPES OF 33%OR AGGREGATE 03/30/2020 50%dd FLATTER BUT NOT IN AREAS OF EXTREMELY ROCKY SOILS. SEED TO A DEPTH OF 1/4 TO 1/2 INCH. DRILL 18. EXCAVATIONS TO BE BACKFILLED TO PROCTOR DRY DENSITY,MINIMUM. THE CONTRACTOR SHALL TYPE 1:a"- "ROUNDED DARK GRAY PEBBLES,TYPE 2:3"-6"ROUNDED DARK GRAY RIVER COBBLE 04/15/2020 75%dd TUBE SPACING SHOULD BE SIX(6)TO SEVEN(7)INCHES. SEEDING SHOULD BE CONDUCTED ALONG THE REPAIR SETTLED TRENCHES FOR ONE YEAR AFTER COMPLETION OF WORK. THE CONTRACTOR SHALL 06/05/2020 hpc submission CONTOUR OF THE SLOPE TO AVOID EROSION FROM WATER FLOWING DOWN DRILL FURROWS. SEEDING WARRANT THAT THE SYSTEM WILL REMAIN FREE FROM DEFECTS IN MATERIAL AND WORKMANSHIP FOR A RATE INDICATED IN THE DRAWINGS IS CONSIDERED A MINIMUM RATE. PERIOD OF ONE YEAR AFTER COMPLETION OF WORK. 9. HYDROSEEDING,WHEN INDICATED IN THE CONTRACT DOCUMENTS,SHALL BE SPRAYED ON A ROUGHENED 19. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES AND IN EXISTING SLOPE USING A HYDROSEEDING MACHINE AND SHALL BE USED TO REACH AREAS THAT ARE INACCESSIBLE TREE ROOT ZONES. THE CONTRACTOR MUST VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES BY BROADCAST METHODS.USE SHALL BE LIMITED TO STEEP(GREATER THAN 33%),INACCESSIBLE AND BE RESPONSIBLE FOR ANY DAMAGE TO UTILITIES. DAMAGE CAUSED BY OR DURING THE SLOPES IN AREAS WITH ADEQUATE AND DEPENDABLE MOISTURE DURING THE GROWING SEASON. PERFORMANCE OF WORK IS TO BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. FIELD ADJUST HYDROMULCHING MUST OCCUR AS A SEPARATE PROCESS AFTER HYDROSEEDING.DO NOT MIX SEED AND SPRINKLER LOCATIONS SO AS TO AVOID CONFLICTS WITH UTILITIES(FIRE HYDRANTS,TRANSFORMERS, MULCH TOGETHER IN ONE WATER APPLICATION PROCESS AS THIS WILL PREVENT SEEDS FROM COMING ETC). INTO CONTACT WITH THE SOIL. 20. FLUSH AND ADJUST SPRINKLER HEADS FOR OPTIMUM PERFORMANCE. THIS SHALL INCLUDE THROTTLING 10. SEEDED AREAS SHALL BE MAINTAINED FREE OF WEEDS TO ALLOW THE DESIRED VEGETATION TO THRIVE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. WITHOUT THE CROWDING TENDENCIES OF AGGRESSIVE WEEDS. 21. IRRIGATION SYSTEM ARE TO BE COMPLETELY DRAINED ANNUALLY TO PROTECT PIPES FROM BURSTING 11. ALL PLANT MATERIAL SHOULD RECEIVE AN ORGANIC FERTILIZER IN LIMITED APPLICATION FOLLOWING PRIOR TO FREEZING TEMPERATURES. INSTALLATION.TYPE AND APPLICATION RATE AND METHOD OF APPLICATION TO BE SPECIFIED BY THE CONTRACTOR AND APPROVED BY THE LANDSCAPE ARCHITECT. 22. PROVIDE CONDUIT/SLEEVES AS REQUIRED FOR IRRIGATION LINES THROUGH PAVEMENT AND OTHER HARDSCAPE ELEMENTS.COORDINATE INSTALLATION OF WORK TO ENSURE ALL ISOLATED PLANTING 12. EXCESS FERTILIZER SHALL BE DISPOSED OF PROPERLY OFF-SITE. IT SHALL NOT BE DISPOSED OF IN AREAS RECEIVE ACCESS TO THE IRRIGATION SYSTEM. O O STORM DRAINS AND/OR DRYWELLS. PRELIMINARY NOT FOR CONSTRUCTION ©copyright bluegreen Page 103 of 208 I 1 LEGEND TREE REMOVAL SUMMARY ._ SYMBOL TYPE SIZE QTY. RI — I EX.CONIFER TO REMAIN VARIOUS 4 Y ---- EX.DECIDUOUS TO REMAIN VARIOUS 13 ss ss ss I_ SS ss ss ss ss_r ss ss ss m-ss se ss •s\ ss ss ss ss S EX.CONIFER TO BE REMOVED 4"-18"CAL. 3 N a • ALLEY �i V A � /�,�� �� ���'��� ��� \`�, ® EX.DECIDUOUS TREE TO BE REMOVED 6"-12"CAL. 5 �fl •.� oP.RTV IINF _ �i �/ �V•rw �_ x .��F rn I' _ ��� �� w � � - -�' — — — / - I TOTAL MITIGATION VALUE FOR REMOVED TREES: $10,599.00 Dy { tie I !�`- j - j TREE MITIGATION SUMMARY Y f I�S 5'SETBACK � �V ,� ��� - — TOTAL MITIGATION VALUE OF PROPOSED NATIVE TREES(REFER TO PLANTING PLAN): $1886.08 rn �� `z•. �_` / � \ TOTAL MITIGATION VALUE FOR REMOVED TREES: $10,599.00 �. . 10'ETBACKitl_ �d-k- Y'II'I/ �� o �� 11 \ /it �� 1 - _ _ - --i C TOTAL REMAINING: $8,712.92 n ,, Ir �_� m� NOTES: ' i — r- m N 1. TREES REMOVED TO ACCOMMODATE FOR CONSTRUCTION OF NEW RESIDENCE AND/OR IN _ �� �� I c o/ �� RESPONSE TO POOR HEALTH. o a N L tyI __ ^t A, 2. FOR PRESERVATION OF EXISTING TREES TO REMAIN,REFER TO PLANTING PLAN(L401). u �,,C�I 3. REFER TO PLANTING PLAN(L401)FOR MITIGATION. w m ,�� / �e 4. EXISTING TREE(S)TYPE,LOCATION,SIZE AND CALIPER BY OTHERS;REFER TO SURVEY. a n N � I/. ii 5. ALL EXISTING TREES TO BE REMOVED ARE REPRESENTED HERE,INCLUDING THOSE NOT //i /� MEETING THE 4"/6"CALIPER STANDARD(I.E.NOT REQUIRING MITIGATION). L u a �_�i� �� ,1 LEGEND fr a i114611110H P' : i�T / PROPOSED RESIDENCE 3 lk / ll FOOTPRINT 3 N �� yg - - PROPERTY LINE o �M wi SETBACK LINE '^ 011,,tr-o , ' 0,1�jj� -MT TPF— TREE PROTECTION FENCEti ----ji A . / ❑ 1 7/ A TREE PROTECTION ZONE i' I �•. r i CJ O �� 1 II ❑ -,___ J I TREE TABLE t i Ar gg_ I I ❑ 0 r �' �J /El I I DIAMETER MAXIMUM .7 I �, Imo, ,-I '�, PROPOSED RESIDENCE TREE# SPECIES (IN.) MITIGATION FOOTPRINT r I �� 1 ASPEN 10 $3533 (� v Or iri L I I� 2 ASPEN 10 $3533...- 1 prp4i 4 -" 7*„.0.., I p � ip iI+ 3 ASPEN 10 $3533v 4 ASPEN 8 iiiiii $0.00C a® I 5 SPRUCE 10 $0.00 .,'IP V fi , i r1 "'I16 6 ASPEN 12 $0.00MI 28 7 SPRUCE 5 $0.00 ` t 1 ....0 1),A# -4‘ VIA ,,,g 11 6 #1‘.1411III / ��� 1 ' NO DISTURBANCE i AA �� CK �i s�e4'- 0 / in WITHIN TREE DRIPLINE rg ,to:0_,.,,, �Vr��/��z N 044t$ a ;'. 'II --"I( � I ��7i I s Areprfr��'vi�/" _7 ��rF NI , �WANT - �rri fell 1 /9�/ ar.., /if ( ��-`-I-'�`/� j� �y� � _— EXISTING TREE(S)TO REMAIN i it is� / STURDY PROTECTION FENCING TO BE �� �� ///� ,A,,,„ PROVIDED AND MAINTAINED AT TREE DRIP /�- ���� 40.0 YI►" LINE 1,91/,!0 A ♦,� I _ EXISTING GRADE TO REMAIN tree mitigation elan �� \ _ date I issue �� �4/0„ r �� _ 08/18/2019 hpc submission IS ' / 1 10/17/2019 hpc submission / ' , '' i \ -III— — ''III—� - �-III— 01/16/2020 hpc submission //1" / - .� I'� 4 ' \ 03/30/2020 50%dd \ — ��_ ..01. �� ? 1�I� _ _ i A 04/15/2020 75A dd C ail \ NOTE: 06/OS/2020 hpc submission _ 1. ADDITIONAL PROTECTION OUTSIDE AT TREE DRIP LINE MAY BE REQUIRED(EX. O2 IN.UO USM TO P. 2. FENCE MAY BE CONTINUOUS TO PROTECT MULTIPLE TREES 3. MAINTAIN FENCE THROUGHOUT CONSTRUCTION. scale W s N I S' RET 4. REFER TO LOCAL,STATE AND FEDERAL JURISDICTIONS AND f \ GOVERNING BODIES/AGENCIES FOR ADDITIONAL REQUIREMENTS. north 0 4 8 /1 TREE PROTECTION FENCE �lo� SCALE: 1/4"= 1'-0" \----c PRELIMINARY L100 NOT FOR CONSTRUCTION ©copyright bluegreen Page 104 o!208 --,. 1 '- -- I I , , LEGEND 0 I RI I - - - - PROPERTY LINE SETBACK LINE as Sc ss ss a SC ' S ss ss ----- ss ss se ---,.„ se \ \ loseudd bddm issi on NOTES ,, , 1.LAYOUT DIMENSIONS ARE FROM THE BACK OF CURB , NALLEY , UNLESS OTHERWISE STATED. W MPROPER El:, 7 i allailligr 7 / " f 'NtiPww-A.,,Efw sALIF-Rat , ,,,,, Fogo•-- -71010— ..,,„ 4 , ‘,„ • ,,,,,„1 , V_AT,'Ail ifori,„itio,,,,wirkty-i 1 _ 1 4, , ,, , ,, _ _ 1, SETB.0 , III 0 01 • — , 1==_I \ 1 0 , a \ g E I— ,,, , N: '\ • 1 2 , I E .. Em ' 1-11--,-H i— I , om , , , , . „ . ,,, \ 1_ 7C Or'---',/ I / d f-, a) so \\ I 1011111". "111414 I. il 18' Mil tibt ill i / MA ,.- e / riiir I/31SITYDEPS) IA. , Aii q? il li \ ppie A .L, • ( ' 1 I — zo i 4, , _ ____ Jo ------------ ( 41, I I ," Aw A ill fF:1,, ri '1 ;1' I f TSP i R N — 1 7, 1- ; I , -/Wr 'ffP' i _r oii. 4 , t !'? 1 //7 / /V ih..2, h / /r// ,1 1 _ss ---- -''' -// @ill i 4/. IA ,_. ,....._ Ar---1-1. 7,- w i 1 CC if ; _ . . _. ,,, ..... 7' 8 H I /7 1 1 1 ' 1 1 f in 1 I 1 Ill 1,1 o 'MIME—Z-_-1_ Z IF J1_. —El 16' 111 1 _1 — r _ ..._,,,, . al ril 1 7 FI 4 - , Az ,1 , , , (.1) --, ),,i ',— . , , 10 _. , , j; 17'-1" ,r I El r / ... ' C 1 . ' AI- All= r0 8 \ iv 4111—Viktiami 1 ,s , , , 1 SETBACK LIL 1 15, A. \ Al I lac ,, gt- ,,, „ 1 \ N \ i 0'SETBACK I .... ,- ____----- I or%I- A :Aims. • . .• • ...,._ , 0. .. \ , :00(:22:00: N ' / ---- , ---. ,_______ - calin7:p5°c - _ ____ _ I1. - W FRANCIS STREET T , , \ 4 \ north 0 4 8 . . L200 PRELIMINARY NOT FOR CONSTRUCTION ©copyright bluegreen Page 105 of 208 I I I LEGEND F .. I I I RI 1=,;:' — —— — PROPERTY LINE — — � — — — — — — — — — SETBACK LINE a a CONCRETE RE L002 ss ss ss ss s.. ss s ss ss ss ss � s ss ss ss ss ss \ss ss ss ss ss ss ss ss ss ss ss jZ STONE RE L002 I ALLEY .\ AGGREGATE RE L002 S EXISTING HISTORIC O1 _ _ -- FENCE X/L80X a �� k rn PROPER LINE �I \ ''�� / a \STONE DRIVEWAY(BRICK �r ® T''IO,DULE TO MATCH PRIMARY T WALK)RE 3/L801 �/������ �� ® '® ®;• �� NOTES " � mum ice.------ - / L�z, , b? \—/ • "CK � �. .® 1®—� '' FENCE RE 9 L801 / 1.EXISTING FENCES TO BE PAINTED TO MATCH NEW - PAINT FINISH OF HISTORIC BUILDING. EXISTING HISTORIC FENCE ■ a , �' ��' -X L80X - ® �4- N ,` ■ ' m.. ¢� IIIIIL8h1 . 0„ 0441%01 �/ ove ,s4, cu m /‘i • INA-M 9j1.r - ,,'/' I . )4: I /II ' v //.I � 3 ry %// - fonwArA SOFTSCAPE AREA DRAIN .� A 1- I �/�/p//�/I I / / / % % AlOr I I v SECONDARY PATH-' /A M I A �� //// �" I - ��Ar Ar A Ar Ar A' Ar�A AP' O Ar �', / RE 3/L802 y PLANTED JOINT RE :r 1 ! tiles,./� 1�% IMF /� / I I I / / % % (� / 7 EXISTING HISTO' E /�/ A yri/ �'_ ® STONE PAVERS RE 4/L801 :.X irAr AY / or e i re' y% / ii A r �' SLOT DRAIN RE X/L80X 1 STACKED BASALT STONE LLJ - - __ o WALL RE 1/L802 GRAVEL MAINTENANCE EDGE RE 5/L801 z IFI 1 1AIII II- o p ' /7/9//I�������h//I/ I — SLOT DRAIN AND WALL RE 4/L804 `+ —\ I/ .+���N (t �/ �� —— — 'I STr E PAVERS RE 4/801 t V u iIII A. - \ - _ L...r.,/y —] ''- ///fir//,//� - - - �� EXIS G HI 'ORIC FENCE 11 „,-SilliN ( j X/L80 3 v i ry in f° / II �\ 15'SETBACK EXISTING HISTORI FENCE if m L80X N (0\,, DRY WELL W SOD_ID RE o / 0'SETBACK CIVIL PRIMARY WALKWAY- \ __-- EXISTING BRICK • ,-- - • 0_ ____ EXISTING Hr TOR FENCE X L80X materials plan \ 1 i ' ;L ./ date I issue -._i / 08/08/2019 hpc submission --- 10/17/2019 hpc submission A \ 03/30/2020 50%dd .,,,...-- ,„, \ 04/15/2020 p 06/05/2020 hpc submission/ W FRANCIS STREET 0cale north PRELIMINARY �3 00 NOT FOR CONSTRUCTION ©copyright bluegreen Page 106 o!208 LEGEND SYMBOL ABBR. COMMON NAME BOTANICAL NAME SIZE QUANTITY SPACING TREES N I- OI EXISTING TREES 7 rn SHRUBS rn 0 Ca SIBERIAN PEA SHRUB CARAGANA ARBORESCENS #15 13 PER PLAN �� PpG GLOBE BLUE SPRUCE PICEA PUNGENS'GLAUCA #15 33 PER PLAN GLOBOSA' o rn PERENNAILS E .� e ■ c m n v m c c � e rn ar c � w GROUND COVER B — B LAWN v NOTES 1.TRANSITIONS BETWEEN PERENNIAL MIXES WILL BE SOFT TRANSITION ZONES. 0 0 U) C 'D / 8 9.W 71- V N planting plan date I issue 08/08/2019 hpc submission 10/17/2019 hpc submission 03/30/2020 50%dd 04/15/2020 75%dd 06/05/2020 hpc submission north 0 4 8 PRELIMINARY L400 NOT FOR CONSTRUCTION ©copyright bluegreen Page 107 o!208 I RI LEGEND -1 SYMBOL ABBR. COMMON NAME BOTANICAL NAME SIZE TREES ss 885 d ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss � EXISTING TREES i ALLEY a N• _ ___ �- � SHRUBS rn PROPER ,Lxv ii d d id�!.•J•ttJ`•aValidi •:�� d•✓la's• xrN iJ • �•... • e N i �~ �•Lfr•Lb�M-��1.sftly�+'�,�i�"1.� � d o•dJ,�dao e.dy!.�,ids�,•I ■ •�d•• � api%o%•��i$%:°_%„'' d�ii•%•%%%•P•%w%%%%%•'0410.. 7%���, O+ Ca SIBERIAN PEA SHRUB CARAGANA ARBORESCENS ::: lii. +.;® 5'SET CK _' PpG GLOBE BLUE SPRUCE PICEGENSGLAA 0 4••i � • d.•• /• .bd•a sp a•J••x • ••�od�� m A•�a•�J�4,d.:•,• ••a •• •. a�• •• dl'. ifr• GLOBOSA' - _ •Pi •�o�: ti�� ��a�APsidi����iifd� < •ark ••!�p i'dd�,��: a ,\ ‘ tii; !® PERENNAILS illh� 0 � tiO IIP IllPnlltr . 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HISTORIC ROOF 11'-10" _T 2ND FLOOR ADDITION FLOOR 170' b" - _ 2ND_FL FINISH FL8 :9" FLOORADDITION FINISH FLOOR e XWS02 ■ AXWS02 XB002 7I XBOO2 l-I (X4) , y (X2) 1mnrn4 'Tri rinncur ,I C'I- - 1 - 1 _ - — _ _ _ _ — — • t1nm-n fcrriIpINI F-E11° .., XB001 LOWER 1ST FL FINISH FLOOR MINING CABIN 1ST FGARAGE FLOOR (X3) I . 1) EXTERIOR ELEVATION: NORTH FRANCIS STREET RESIDENCE 10 Page 119 of 208 26'-6" �O\ T.O. MAIN HOUSE ROOF zioce,— — — — — — — MAXtMl4M1BUIL9MIGl",,:,. .� ® — — — — — — — — — — — — — — — T.(T.O.ADDITION ROOF '-'' YoV I \ ...i.i.ii..i.1i...i.';.r. .....i..i.i.i...ii... �X _ 17' 9" k 0:7 +.... ...+..+-.+++.r Jam:. , ••+•••••• � •;: !•++❖i❖ �-x�t^� 7.0. CARRIAGE HOUSE ROOF _ - T B.O. HISTORIC ROOF 'r 1 fif-4 I — — — — — — — — — — — — — — 11'-10" i, 2ND FLOOR ADDITION FLOOR Fi0'-=0" ,k , R01 — — — — — — — _ _ 2D�L ISI- l8':9„ 1,= — gi _ �/ �+ (X6) 2ND FLOOR ADDITION FINISH FLOOR 1[wsoi c --XWSo1 �► XWJO 7. MOONItD I t — _ • Q_ li TO ENTRY_ n I f C - -4 4 WALL) < i• i' , : J - ': - - L1-I - - - - - - - - - - I _I - - - - - - - - - - — - - UPPER 1SU1_-PPJISh-F-1'-11" XBOO2 XBOO2 XBOO2 XB001 MINING CABIN 1ST FGARAGE FLOOR (X2) (X2) (X2) (X2) I . 4) EXTERIOR ELEVATION: SOUTH FRANCIS STREET RESIDENCE 11 Page 120 of 208 ot 26'-€26T-�6" T.O. T.O.F MAIN HOUSE ROOF - - - - - - - - - - - - - - - - - - - - - - MAXIMUM 694A�6 2F1 -C24 ,- Olt- T.O.ADT.O.ADDITION ROOF Y t--.3 \-\ 17'-c17' " ilQ -T.0 -T O. CARRIAGE HOUSE ROOF - B.O.HISTORIC ROOF J!//i1IIi PR01 2ND FLOOR ADDITION FLOOR FINISI10't - - - - - -,;� _ - - - - - )� - - - - - - - _2NQF2ND FLEN1SH FL8-9 il 2ND FLOOR ADDITION FINISH FLOOR 0" r. 1 --: �: - - J - -- - - -I . _ _ , . - - - - - - - - - _ UP -PER .i�-L-11�� XBOO2 XBOO2 XWS03 MINING CABIN 1ST FGARAGE FL00R (X2) (X4) I . 4) EXTERIOR ELEVATION: EAST FRANCIS STREET RESIDENCE 12 Page 121 of 208 26'-6—" / T.O. MAIN HOUSE ROOF 47". T.O.ADDITION ROOF f'T 17'. T.O. CARRIAGE HOUSE ROOF O to 7 a 1 _ _ _ _ -1-- - - - - --r- --17. — — — — — _ 4 4 ''l _ 2ND F1 FINISH EL8,:g° — - V 2ND FLOOR ADDITION FINISH FLOOR XWS01 - - _ e.XWS01 XWS02 / r -.. .,— I A XBOO2 Ilk I innrr 4<NT ri rinnnu r C D i - - 'T.`- li-11 (X2)XBOO2 LOWER 1ST FL FINISH FLOOR MINING CABIN 1ST FGARAGE FLOOR D • (X2) I . 1) EXTERIOR ELEVATION: WEST FRANCIS STREET RESIDENCE 13 Page 122 of 208 HINKLEYLIGHTINr3.ING • 0 DELTA STAR'H I N K L E Y Q°T R 3,000 PIN OAK PARKWAY I AVON LAKE OHIO 64012 MR 1 LED IPHI 330 653 5500 IF7 440 6 3 5 b5 I PROJECT: B HINKL IE r'l ICHTINO ewe I FREDRI CKRAMOHp min TYPE CATALOG NUMBER: CUSTOM FINISH PATINATED LAMrIM): BRASS NOTES CCT:2700K Round Side Mount LED Path Light 16012MZ-LED . DIMMABLE LED,HARDWIRED CATALOG NUMBER LOGIC FINAL DESIGN TBD W/MFR OR ITEM NUMBER 16012MZ-LED DS MR CUSTOM FABRICATOR BRAND Hinkley Lighting Example - DS • MR - 359 - WHP - 10 - 11 • E - 36051 I MATERIAL Cast Brass Material GLASS Etched Lens Rana - Aluminum 461 HEIGHT 21.5" B Bras Series WIDTH 7.5" Ds DNta star LED COLOR TEMP 2700 0000 Source VOLTAGE 12v MR • MR16LEDLamp LED LUMENS 250 Lamp WATTAGE 3.80w LED'Included 0 - By Others 359 - LEDIMR16p.SW)10-SpnI2706K CERTIFICATION C-US Wet Rated 361 - LEDIMR1a n.SW)2s^Naiow Fond 31O K 362 - LEDJMR16p.5W)36°Ho6d2700K 363 - LEO/MR16 p.sv, t0°SpCt 2000K • A wiring kit and ground spike is supplied. 365 - LEaMR16p3WI25 Narrow reod3000K • Suitable for use in wet(interior direct 3M LED MR16 psw136"Flood3 O0K splash and outdoor direct rain or sprinkler) Finish locations as defined by NEC and CEC. Akwwnum Fld>ti Brms Rnl.lk PnMi9M PM14 Meets United States UL Underwriters P•wd«C•N Coke Satin Wrinkle Machined MAC A6n Anuwwaau lwMd« CMc CafweM«.fwn uanre RLw Rocky kwua,.roin4. Laboratories 8 CSA Canadian Standards Bp1M 62P 1 B2W Polished POL Ante ANN Nn Mania tr•Y1e CM C d,dk- Sus swan Omni sa dna• FEATURES AND Association Product Safety Standards M.Ign MIT • Photometncs based off engine BMIk RLP i Rlw AUW AMiqu M,An CAM c•Nn SMG h,r.Mamlin6 Mib BENEFITS photometrics. wioc 1Gm q WHP WNW e M 3Mkgr<nu MUG NNntaan III OrtioreelFI.A • For complete warranty information visit 888888118 SAP I — RGE 8A9e MISS MgaetkN•f S•WION- WEI Weirad(wort (hyperlink) — • Lifetime warranty0ER 5PP Noon PAM.,Pawln N® Na11104 A wlsranrn I WIR Wrd.n,h ilrn • LED integrated components carry a IC- Lens Type [AP IIns Anc.lv,d hnrdry o19 Old f a,P„ Abou,mfreye AU kW*.EseNA•1Mns,PUMAS _I year limited warranty 9 - Clear154ndadi 12 - SohAocw- • Rich dark brass finish To - sp•ae T3 - Rccmm•ar• Shielding FINISH Matte Bronze 11 - an6ycomb B3Ale • Cap Style A - 45' B-90° D - 45`less Weep Hole E - 90'less Weep Mole for Interior UseOnly) Ifni Interior Use Onm Options 360S1 •3605L'"Rotational Knuckle Mounting system AT HINKLEY,WE EMBRACE THE DESIGN PHILOSOPHY THAT YOU CAN MERGE TOGETHER THE LIGHTING,FURNITURE. •At c qnlnimlales lPlnllnn/J«iEN1 Iry„ii, ART,COLORS AND ACCESSORIES YOU LOVE INTO A BEAUTIFUL ENVIRONMENT THAT DEFINES YOUR OWN PERSONAL STYLE.WE HOPE YOU WILL BE INSPIRED BY OUR COMMITMENT TO KEEP YOUR'LIFE AGLOW' FINISH:TO MATCH PERGOLA FINISH PER ARCHITECT SPEC OR TBC W/ARCHITECT life AGLOW' CAP STYLE:'B'-90° MOUNTING CUSTOM SIDE ARM,SURFACE MOUNTED TO PERGOLA BEAM STRUCTURE.FINAL DIMENSION AND DETAIL TO BE COORDINATED W/ARCHITECT, PERGOLA FABRICATOR AND MFR. CCT.'2700K,DIMMABLE LED TO REMOTE POWER SUPPLY OR INTEGRATED IF POSSIBLE(PREFERRED) BEAMSPREAD AND LENS:TBC W/MOCK UP OR LIGHTING CALCULATION B—K LIGHTING 401291l55,435.Dnb•MA55•.435.93038•USA RELEASED URA9NNGNUMRER .Dkig 1�m•FAX InlonbkagM 5900 WAAv ing corn 01t-O8-2019 StIR-I I7D-06 nil 0‘.39M111[MANS PIA,MMTARfwc MATION n a K IA311Mi AK MOM WWI oPP/A'ijSKN WAS MT.:,NAv WV nx-lIN I..,,1rin.c.,.n I,NI,IF ltS<CMIIMs CM RI MAIOAACIIIM d1E 1111 tail AIMIYNl If MAY ftt1N NP•laAlfN WIos .VIII wmfnn wino nlRt5NAllrlll•tAla3Nca•YlnanNf,M.nsiIClIYriMMO•N coL'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XBOO2 I •• L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XPRO1 120 WALKER STREET TN FLOOR,NEW VORK,NY 10013 T+1 212 255 aa63 L 120 WAJC=R STREET 17T-I FLOOR NEW YORK,NY 10013 I T+1 212 255 iwE3 4111 EXTERIOR ELEVATION: WEST FRANCIS STREET RESIDENCE 14 Page 123 of 208 RIO SUB 1 SERIES designplan II .. RIO SUB 1°1, 1°2 d,:,.`heel Q Slim,sleek and tough,the Rio Sub Series can be used for outdoor and 41 Orsj0 underwater applications and illuminates ground,wall and ceiling installations Worm ' with no dark zone between fixtures.Available in Static White or RGB and with ` ED I- the use of the aluminum housing is walkover up to 1100 lbs. TECHNICAL DATA Wattage!Input See Chart on page 2.(24VDC) 4` 1 - Power Supply Remote,not included.See page 3 �'� Construction Body:316E Stainless Steel •' f End Caps:316L Stainless Steel Lens'Opal PMMA OUTER CASING REQUIRED Cable Length 16 4' CCT 2600K,2800K,3700K,RGB - 1 \ CR1 >80 Delivered Lumens See Chart on page 2. Efficacy 23 ImIW(White),11.8 ImAN(ROB) Optics I Diffuse Finishes 'WA Cut-Out Dimensions ,See Chart on page 2. Fixture Dimensions See Chart on page 2. Fixture Weight I See Chart on page 2. LED Source J SMD Low Power(SW),SMD Full Color(RGB) i Lumen Maintenance I L80>50,000hrs Color Consistency 3-Step MacAdam Tratten mini Operating Temp. -41°F to+113°F Tratten 1 IP Rating IP68 impact Rating I IK10 Tratten was designed by the company Jakobsson during the 1960's and has Walkover j Up to lux)lbs become a true classic.Today many of his objects are seen as true collective items. Hans Agne Jakobsson's design was characterized by his strive of ORDERING INFORMATION working with materials that made the light in his objects pleasant and non- Example:RS11005DB. Accessories/Power Supplies ordered separately. blinding. DB SIZE/OUTPUT TBD W/MOCK UP CUSTOM FINISH:PATINATED BRASS Model No. CCT Optics CCT:TBD W/SAMPLE REVIEW CCT:2700K MFR TO CONFIRM: DIMMABLE LED RS1100-Rio Sub 1 1 F.2600K DB-Dif1a6r -POOL RATING FOR US PROJECT RS1200 Rio Sub 1 2 5-2800K HOT TUB COMPATIBILITY AND 9-3700K FIXTURE DIMMABILITY 6-RGBlt WilL _ Job Name/Date. Fixture Type Designation: / \ li sales@designplan.com 79 Trenton Avenue,Frenchtown NJ 08825 P: 908-996-7710 IJICKELPLATEO BRASS ROUGH COPPER ROUGH BRASS www.deslanplan.com €:Copyright 2018 Deslgnplan Lighting,Inc F: 908.996-7042 Published'November 1,2019 I of 3 L• L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS I FIXTURE TYPE: XWSO1 120 WALKER STREET %TH FLOOR NEW YORK.NY 10013 FIXTURE TYPE: XSUO1 I •• L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS T.1 212 255 a463 L 120 WAJ<=R STREET 17TH FLOOR NEW YORK,NV 10013 IT'+1 212 255 44e3 :41) EXTERIOR ELEVATION: WEST FRANCIS STREET RESIDENCE 15 Page 124 of 208 0749 Mast Light, Mains Voltage DAVEYGGHTING 0749 Mast Light, Mains Voltage DAVEYuGHTING e 0 8 e 01 e 1 S9"IlhI)lI.f 01u1,11.11 69"(151#AMI b.,"(1411MIA1 3 ()UMW 3.3•'{114MM{ 3•{� ) 33-014MM) 16-(91MM{ 3.6-{97MM{ 4 7"(1711MMl 4 r(17nMAM) FINISH:SANDBLASTED WEATHERED BRONZE I FINISH:SANDBLASTED WEATHERED BRONZE MFR TO CONFIRM: MFR TO CONFIRM: -IF THE FIXTURE'S IP RATING BELOW IS INACCURATE OR IF THERE IS -IF THE FIXTURES IP RATING BELOW IS INACCURATE OR IF THERE IS ANOTHER CODE/VERSION FOR EXTERIOR(SEE PG.2 FOR EXTERIOR USE ANOTHER CODE/VERSION FOR EXTERIOR(SEE PG.2 FOR EXTERIOR USE DESCRIPTION FROM THE MFR WEBSITE). DESCRIPTION FROM THE MFR WEBSITE). Specifications f•Cat•OnS -IF THE FIXTURE CAN BE MOUNTED TO THE WALL WITHOUT BACKPLATE Specifications fl CatlOns -IF THE FIXTURE CAN BE MOUNTED TO THE WALL WITHOUT BACKPLATE P AND J-BOX FOR A CLEANER LOOK(SEE PG.3 FOR REF). P AND J-BOX FOR A CLEANER LOOK(SEE PG.3 FOR REF). PRODUCT CODE: US-0P0749 IP RATING: IP54 PRODUCT CODE: US-DP0749 IP RATING: IP54 BULB CAP: GU10 MATERIALS) ALUMINIUM/BRONZE,GLASS BULB CAP: GUIO MATERIALIST: ALUMINIUM/BRONZE.GLASS MAX WATTAGE: 35W AVAILABLE FINISH: ANODISED,POLISHED OR MAX WATTAGE: 35W AVAILABLE FINISH: ANODISED,POLISHED OR SANDBLASTED ALUMINIUM. SANDBLASTED ALUMINIUM VOLTAGE: 120V(AC) POLISHED.SANDBLASTED OR VOLTAGE: 120V(AC) _ POLISHED,SANDBLASTED OR BULB TYPE `MR16 GU10 CCT:2700K BEAMSPREAD TBD •17EATHEREDSANDBLASTEO BEAMSPREAD TBD M/EATHEREDSANDBLASTED DIMMABLE LED fRONZE BULB TYPE: MR16 GU10 DIMMABLE LED RONZE LAMP NOT SUPPLIED LAMP NOT SUPPLIED MAINS(120V)VOLTAGE FITTING-NO TRANSFORMER/ORNER REQUIRED MAINS(120V)VOLTAGE FITTING-NO TRANSFORMER/DRIVER REQUIRED THE MATCHING CAST BACKPLATE IS DESIGNED TO BE INSTALLED OVER STANDARD 4"OCTAGONAL JUNCTION BOXES(DIRECT MOUNTING TO WALLI THE MATCHING CAST BACKPLATE IS DESIGNED TO BE INSTALLED OVER STANDARD 4"OCTAGONAL JUNCTION BOXES(DIRECT MOUNTING TO WALLI STATED DIMENSIONS ARE FOR REFERENCE PURPOSES ONLY DUE TO MANUFACTURING TOLERANCES OF SAND-CASTING,THE ACTUAL STATED DIMENSIONS ARE FOR REFERENCE PURPOSES ONLY.DUE TO MANUFACTURING TOLERANCES OF SAND-CASTING,THE ACTUAL DIMENSIONS OF EACH PRODUCT MAY DIFFER TO THOSE STATED. DIMENSIONS OF EACH PRODUCT MAY DIFFER TO THOSE STATED, ©ORIGINAL BTC O originalbtc.com (his ptulaa is aii I bk,Int slr�r,Hl.;MAW ©ORIGINAL BTC O originalbtc.com nus ptviaa is it'l'k'In'n1nn i6;ttwkes U TAoledlt It U km it If 0 cattasttiltlu Merle in the UK C L U8 Merle in the UK C L U8 L. L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XWS02 I L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XWS03 120 WALKER STREET 17T.1 FLOOR NEW YORK,NY 10013 I T+1 212 255 4463 L•• 120 WAJ<ER STREET 17Tnl FLOOR NEW YORK,NY 10013 I T+1 212 255 44463 :40 EXTERIOR ELEVATION: WEST FRANCIS STREET RESIDENCE 16 Page 125 of 208 L03SERVATO RE \TER \AT O\AL 120 WALKER STREET 7TH FLOOR EAST \EW YO R K, NY 10013 T +1 212 255 4463 INFO@LO3S1\TL.COMV 17 Page 126 of 208 exhibit M FST 20050 I FRANCIS STREET RESIDENCE ARCHITECT: SELLDORF ARCHITECTS LOCAL ARCHITECT: 1 FRIDAY DESIGN SCHEMATIC DESIGN LIGHTING SPECIFICATIONS ISSUE 1: HISTORIC COMMISSION 08 MAY 2020 • L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS 120 WALKER STREET 7E I NEW YORK NEW YORK 10013 I USA T +1 212 255 4463 F +1 212 255 8346 E INFO@LOBSINTL.COM Page 127 of 208 HINKLEY& RR . HINKLEY LIGHTING,INC. 33000 PIN OAK PARKWAY I AVON LAKE,OHIO 44012 [PH]330.653.5500[F]440.653.5555 HINKLEYLIGHTING.com I FREDRICKRAMOND.com CUSTOM FINISH: PATINATED BRASS CCT: 2700K Round Side Mount LED Path Light 16012MZ-LED DIMMABLE LED, HARDWIRED FINAL DESIGN TBD W/ MFR OR CUSTOM FABRICATOR ITEM NUMBER 16012MZ-LED BRAND Hinkley Lighting MATERIAL Cast Brass GLASS Etched Lens HEIGHT 21.5" WIDTH 7.5" LED COLOR TEMP 2700.0000 VOLTAGE 12v LED LUMENS 250 WATTAGE 3.80w LED*Included CERTIFICATION C-US Wet Rated • A wiring kit and ground spike is supplied. • Suitable for use in wet(interior direct splash and outdoor direct rain or sprinkler) locations as defined by NEC and CEC. Meets United States UL Underwriters Laboratories&CSA Canadian Standards FEATURES AND Association Product Safety Standards BENEFITS • Photometrics based off engine photometrics. • For complete warranty information visit (hyperlink) • Lifetime warranty • LED integrated components carry a 10- year limited warranty • Rich dark brass finish FINISH Matte Bronze AT HINKLEY,WE EMBRACE THE DESIGN PHILOSOPHY THAT YOU CAN MERGE TOGETHER THE LIGHTING,FURNITURE, ART,COLORS AND ACCESSORIES YOU LOVE INTO A BEAUTIFUL ENVIRONMENT THAT DEFINES YOUR OWN PERSONAL STYLE.WE HOPE YOU WILL BE INSPIRED BY OUR COMMITMENT TO KEEP YOUR'LIFE AGLOW.' life AG LOW® L• L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XBOO2 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 128 of 208 H I N K L EY I.S. 16004LED Installation Instructions LANDSCAPE LIGHTING start here SAVE THESE INSTRUCTIONS Luminaire Lamp/Lens Assembly Replacement Note:This Luminaire is designed for use with Hinkley approved 12 volt landscape systems.Connection to other systems may cause premature failure or non-intended operation. Luminaire Head LUMINAIRE ASSEMBLY: r,urp 1. Unpack luminaire head&stem(there are no serviceable parts in the LED engine.Removal or dismantling the LED may render the luminaire nonfenutionair. 2. Place luminaire head over stem and thread clockwise until seated snuggly. 3. Place top shade(not shown)over Luminaire head and thread until securely Ef............-. Frosted Dome fastened. Lens 4. Proceed to mounting instructions below. LED Engine LENS REPLACEMENT: Luminaire 1. Removedirection.top shade(not shown)by turning in counter clockwise direction. 2. Grasp luminaire head below harp and turn harp in counter clockwise Stem luminaire Mead 3. Remove harp and frosted dome lens. 4. Replace lamp and follow steps 1-3 in reverse order. Supply Wire LUMINAIRE MOUNTING: (for typical ground stake mounting) 1. To prevent electrical shock,disconnect transformer from electrical supply Typical Ground Stake before installation or service. Mounting 2. Run wire from Luminaire through mounting hole in top of ground stake. ii 3. Attach Luminaire to ground stake by threading to the mounting hole in stake until it fits snuggly against the bottom of stem. 4. Place stake in desired position and insert into ground until the flange of f ] stake is flush with ground. 5. Strip the two wire leads from the Luminaire and connect to the main supply Fixture.— wire using the provided silicone filled wirenuts. Silicone Filled wirenuts INSTRUCTIONS PERTAINING TO A RISK OF FIRE,OR INJURY TO PERSONS, IMPORTANT SAFETY INSTRUCTIONS. Lighted Lamp is HOT! iio WARNING—To reduce the risk of FIRE OR INJURY TO PERSONS: ® Lamp gets hot quickly!Contact only switch/plug when turning on. ® Do not touch hot lens,guard or enclosure. El Keep lamp away from materials that may burn. - - . Do not operate the luminaire fitting with a missing or damaged shield. 0 Luminaires shall not be installed within 10 feet(3m)of pool,spa or I \'Ground Stake fountain. 1 The main low voltage cable from the Luminaire is to be: 1. Protected by routing in close proximity to the luminaire or fitting,or next to a building structure such as a house or deck. 2. The main secondary wire is intended for shallow burial—less than 6 inches (15.2cm)-in order to connect to the main low voltage cable. fO fr° 3. Have the length cut off so that it is connected to a connector within 6 inches "sfo (15.2cm)from a building structure,a luminaire or fitting. fie, HINKLEY LIGHTING 33000 Pin Oak Parkway Avon Lake,0' "" '9 (P)800.442.5539/(F)440.653.5500 www.hinkleylighting.com L. L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XBOO2 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 129 of 208 LIGHTHINKLEY ING INSTRUCTIONS FOR CARE AND MAINTENANCE OF HINKLEY LIGHTING FIXTURES Hinkley Lighting warrants its products against defects in material and workmanship for one year from date of installation. Hinkley Lighting will, at its discretion, repair or replace any properly installed Hinkley product which fails under normal operating conditions. Please refer to Hinkley Lighting limited one year warranty for additional details. Proper care and maintenance of your fixture is important. Simple steps can be taken to help maintain the finish and electrical integrity of your recently purchased Hinkley Lighting fixture. Below are several suggestions for maintaining fixtures. FINISH CARE Bath and indoor fixtures should be cleaned with a non-abrasive cloth. Paper base cleaning materi- als should not be used.These are too abrasive and will put scratches in the lacquer used to finish your fixture. Over time this will dull the finish.Always use a soft cloth to clean your fixture. To add additional protections to your fixture, a spray on furniture polish (such as Jubilee) can be used. Spray polish on cloth than wipe onto fixture. Outdoor fixtures can be cleaned by using a mild dish soap, (such as Dawn) and a soft cloth.This will remove any grease or dirt from the fixture. Fixtures can be rinsed off with a garden hose. FIXTURE MAINTENANCE Always use recommended lamp wattages on fixtures. Using a lamp with a higher wattage than recommended can cause overheating in outdoor and indoor fixtures.This will reduce lamp life considerably and could be cause to VOID a warranty. Outdoor fixtures have drain holes in the bottom of the cages. These should be cleaned out twice a year to make sure water does not accumulate in the bottom of the fixture. Bugs and other debris should be cleaned out. GLASS MAINTENANCE Glass in outdoor fixtures should be cleaned with a mild soap. Many window cleaners today have harsh chemicals that over time can cause a finish to break down. Glass should be dried with a soft cloth. Glass on indoor fixtures can be cleaned with any available glass cleaner. Glass must be removed from fixture before cleaning. Use a soft cloth to dry. Thank you for purchasing a Hinkley Lighting fixture. HINKLEY LIGHTING, INC. 33000 PIN OAK PARKWAY I AVON LAKE, OHIO 44012 [PH] 440.653.5500 [F] 440.653.5555 HINKLEYLIGHTING.COM L• L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XBOOZ 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 130 of 208 DELTA START" ` MR-16 LED PROJECT: TYPE: CATALOG NUMBER: LAMP(S): NOTES: CATALOG NUMBER LOGIC DS MR Example - DS - MR - 359 - WHP - 10 - 11 - E - 360SL Material I Blank - Aluminum B - Brass Series DS - Delta Star' Source MR - MR16 LED Lamp Lamp 0 - By Others 359 - LED/MR16(7.5W)10°Spot 2700K 361 - LED/MR16(7.5W)25°Narrow Flood 2700K 362 - LED/MR16(7.5W)36°Flood 2700K 363 - LED/MR16(7.5W)10°Spot 3000K 365 - LED/MR16(7.5W)25°Narrow Flood 3000K 366 - LED/MR16(7.5W)36°Flood 3000K Finish Aluminum Finish Brass Finish Premium Finish Powder Coat Color Satin Wrinkle Machined MAC I ABP Antique Brass Powder CMG Cascade Mountain Granite RMG Rocky Mountain Granite Bronze BZP BZW Polished POL AMG Aleutian Mountain Granite CRI Cracked Ice SDS Sonoran Desert Sandstone Mitique" MIT Black BLP BLW AQW Antique White CRM Cream SMG Sierra Mountain Granite White(Gloss) WHP WHW BCM Black Chrome HUG Hunter Green TXF Textured Forest Aluminum SAP — BGE Beige MDS Mojave Desert Sandstone WCP Weathered Copper Verde — VER BPP Brown Patina Powder NBP Natural Brass Powder WIR Weathered Iron available in RAL Lens Type CAP Clear Anodized Powder OCP Old Copper Also See submittal SUB-1439-00s 9 - Clear(Standard) 12 - Soft Focus* 10 - Spread* 13 - Rectilinear* Shielding 11 - Honeycomb Baffle* Cap Style A - 45° B - 90° D - 45°less Weep Hole E - 90°less Weep Hole (for Interior Use Only) (for Interior Use Only) Options 3605L - 360SLC"Rotational Knuckle Mounting System Accommodates up to 2 Lens/Shielding media FINISH:TO MATCH PERGOLA FINISH PER ARCHITECT SPEC OR TBC W/ARCHITECT CAP STYLE: 'B'-90° MOUNTING: CUSTOM SIDE ARM,SURFACE MOUNTED TO PERGOLA BEAM STRUCTURE. FINAL DIMENSION AND DETAIL TO BE COORDINATED W/ARCHITECT, PERGOLA FABRICATOR AND MFR. CCT: 2700K, DIMMABLE LED TO REMOTE POWER SUPPLY OR INTEGRATED IF POSSIBLE(PREFERRED) BEAMSPREAD AND LENS:TBC W/ MOCK UP OR LIGHTING CALCULATION B-K LIGHTING 40429 Brickyard Drive•Madera, 93636•USA RELEASED DRAWING NUMBER 559.438.5800•FAX 559.438.5900 www.bklighting.com•info@bklighting.com 08-08-2019 SUB-117D-06 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION OF B-K LIGHTING,INC.AND ITS RECEIPT OR POSSESSION DOES NOT CONVEY ANY RIGHTS TO REPRODUCE DISCLOSE ITS CONTENTS,OR TO MANUFACTURE,USE OR SELL ANYTHING IT MAY DESCRIBE.REPRODUCTION,DISCLOSURE OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF B-K LIGHTING,INC.IS STRICTLY FORBIDDEN. L• L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XPRO1 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 131 of 208 DELTA START' ` MR-16 LED PROJECT: I TYPE: "A/D"CAP "B/E"CAP 2 1/4" 7" (57mm) (178mm) 4 3/4" 2 (121 mm) ..... \(25mm) o o , 3605L'" • 1 5/8" Knuckle (41mm) 1 rr.ii-iin n-r CAP STYLE: 'B'-90° MOUNTING: CUSTOM I \ • <-. 1/-..' SIDE ARM,SURFACE MOUNTED TO PERGOLA BEAM STRUCTURE. FINAL ('1 • - "• DIMENSION AND DETAIL TO BE COORDINATED W/ �9 180°Vertical adjustment Horizontal Rotation (Standard) ARCHITECT, PERGOLA (Optional 360SL'"Knuckle) FABRICATOR AND MFR. All dimensions Indicated on this submittal are nominal. Contact Technical Sales it you require more stringent specifications. SPECIFICATIONS GreenSource Initiative'' Optional 3605L:" additionally provides biaxial source Hardware Metal and packaging components are made from recycled control with 360°horizontal rotation in addition to vertical Tamper-resistant,stainless steel hardware. LOCK'aiming materials. Manufactured using renewable solar energy, adjustment. screw is additionally black oxide treated for additional produced on site. Returnable to manufacturer at end of corrosion resistance. life to ensure cradle-to-cradle handling.Packaging contains Cap no chlorofluorocarbons(CFC's). Use of this product may Fully machined. Accommodates[11 lens or louver media. Finish qualify for GreenSource efficacy and recycling rebate(s). Choose from 45°cutoff('A'or'D'),or 1"deep bezel with 90° StarGuard•, our exclusive RoHs compliant, 15 stage Consult www.bklighting.com/greensource for program cutoff('B'or'E')cap styles.'A'and'B'caps include weep-hole chromate-free process cleans and conversion coats requirements. for water and debris drainage.'D'and'E'caps exclude weep- aluminum components prior to application of Class'A'TGIC hole and are for interior use only. polyester powder coating. Brass components are available Materials in powder coat or handcrafted metal finish. Furnished in Copper-Free Aluminum(Type 6061-T6),or Brass Lens (Type 360). Shock resistant,tempered,glass lens is factory adhered Warranty to fixture cap and provides hermetically sealed optical 5 year limited warranty. Body compartment. Fully machined from solid billet. Unibody design provides Listings enclosed,water-proof wireway and heat sink to maximize Lamp UL Listed. Certified to CAN/CSA/ANSI Standards. RoHs lamp life. Integral knuckle for maximum mechanical For use with 50 watt maximum,bi-pin MR16 lamps.Not for compliant.Suitable for indoor or outdoor use.Suitable for strength.High temperature,silicone'0'Ring provides water- use with IR technology lamps.Halogen source by others. use in wet locations.Suitable for installation within 4'of the tight seal. *Except GE Light 042MR76/CNNSP9(EZY). ground.Made in USA. Knuckle c®ue RoHS9 f The LOCK' (Locking '0' Ring Compression Knuckle) is Transformer 116M1 USA comprised of two components. The first is integral to the For use with 12 VAC remote transformer. vefloni,°registered trademark of DuPont Corporation. body and features an interior,machined taper.The second is machined from solid billet and features a second,reverse Socket angle taper. The resultant mechanical taper-lock allows Specification grade,ceramic body lamp holder.GU5.3 base. a full 180°vertical adjustment without the use of serrated Nickel allow contacts and heat resistant,spring loaded, teeth,which inherently limit aiming. High temperature, stainless steel lamp retaining clips. silicone'0'Ring provides water-tight seal and compressive resistance to maintain fixture position. Design withstands Wiring 73 lb.static load prior to movement to ensure decades of Teflon*coated wire,18AWG,600V,250°C rated and certified optical alignment.t/"pipe thread for mounting. to UL 1659 standard. 40429 Brickyard Drive•Madera,CA 93636•USA RELEASED DRAWING NUMBER B-K LIGHTING 559.438.5800•FAX 559.438.5900 www.bklighting.com•info@bklighting.com 08-08-2019 SUB-117D-06 L. L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XPRO1 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 132 of 208 SORAA ViViCTM VR16 G ,5.3 7.5W 12V Output 390-455 lumen Beam Angle 10°,25°,36° ;\ill, `?' i / Color Temperature 2700K,3000K,4000K Color Metrics CIE Metrics:CRI 95, R9 95 TM30 Metrics: Rf 90, Rg 100 Whiteness Index: Rw 100 ��. Applications Hotels&Hospitality Galleries&Museums High-End Retail @ ® `D> ® ac 95 CI 0 SORAA VIVID'" THERMAL COMPATIBILITY Soraa VIVID lamps offer beautiful and accurate color Suitable for use in fully enclosed fixtures,subject to the maximum and white rendering across the entire visible spectrum, heatsink temperature limits stated in this data sheet.Designed to mimicking the natural range of sunlight to deliver safely turn down in high temperature environments to protect LED unmatched quality of light for color critical applications. and components. POINT SOURCE OPTICS'" ELECTRICAL COMPATIBILITY Point Source Optics deliver exceptional beam quality with Works with trailing edge and leading edge phase cut dimmers, crisp shadows,perfect uniformity and precisely controlled 12V AC magnetic and electronic transformers and 12V DC beam distributions from 10°to 36°. transformers.Check individual lamp website pages for compatibility data.For more information visit:www.soraa.com. SORAA VIVID COLOR'" Soraa VIVID lamps utilize full spectrum light to provide INTENDED USE&LOCATION RATING industry-leading color rendition of CRI/95,R9/95,Rf/90, Intended for use in MR16 compatible recessed downlights, Rg/100 for precise color reproduction. track lighting and other indoor and outdoor applications. Suitable for damp locations,not rated for use in wet locations. SORAA NATURAL WHITE'" Soraa VIVID lamps are engineered to deliver outstanding LIFETIME&WARRANTY whiteness rendering for true-to-life whites,which matches Rated lifetime to L70:35,000hrs or exceeds incandescent sources at 2700K and 3000K. Warranty:3yrs or 25,000hrs whichever comes first For warranty information visit:www.soraa.com/resources/legal. FLICKER FREE'" Advanced drivers provide a flicker and noise free ACCESSORIES experience for enhanced comfort,achieving low levels Narrow spot compatible with the Soraa SNAP System". of flicker in both dimmed and undimmed states. ENERGY EFFICIENCY 85%more energy efficient than standard halogen lamps,with typical payback of one year or less. ' COOS RoHS Fe 1 JA8 GENERAL SPECIFICATIONS Form Factor Operating Temperature Electrical Dimming and Flicker Width:50.1mm(1.97") Minimum:-40°C(ambient) Wattage:7.5W Dimmable to<20% Height:45.5mm(1.79") Typical:85°C-95°C(base) Power factor:0.92 Flicker Index:0.02 Weight:47g Maximum:100°C(base) Voltage:12V+/—1.2V Percent Flicker:5% Frequency:50/60Hz SM16 7.5W VIVID NA 1904 Information and specifications subject to change L• L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XPRO1 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 133 of 208 DIMENSIONS COLOR RENDERING 50.1 m m (1.97") Hmmful VislbleSpectrum Wasteful I I UV R ��J\ soraa VIVID i k '' 45.5mm sum.gnt AZ (1.79") L�I� 1 •1in t Standard LED I No Violet Cyan gapl I Red lack Base Temperature 400 fee two 700 ........., Measured Here 10 DEGREE BEAM 25 DEGREE BEAM Beam Dia at 50% Field Dia at 10% Foot-candles A Beam Dia at 50% Field Dia at 10% Foot-candles CBCP(ft) CBCP(ft) (%of CBCP) CBCP(ft) CBCP(ft) (%of CBCP) 0.5 1.1 11.1% (3'.. 1.3 2.1 11.1% 1.0 2.1 2.8% 6' ] 2.7 4.1 2.8% 1.6 3.2 1.2% 9' 4.0 6.2 1.2% c > 2.1 4.2 0.7% 12' 5.3 8.3 0.7% c- > 2.6 5.3 0.4% 15' 6.7 10.3 0.4% l 1 36 DEGREE BEAM Beam Dia at 50% Field Dia at 10% Foot-candles lin CBCP(ft) CBCP(ft) (%of CBCP) 1.9 3.1 11.1% �3'] 3.9 6.1 2.8% 6' 5.8 9.2 1.2% 9' ( > 7.8 12.2 0.7% 12' > 9.7 15.3 0.4% 15' Note:Footcandles may be calculated by multiplying the CBCP of the desired model number by the percentage in the tables above SM16 7.5W VIVID NA 19Q4 Information and specifications subject to change L. L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XPRO1 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 134 of 208 SPECIFICATIONS BY MODEL NUMBER* SORAA LED MR16 GU5.3 7.5W 12V Model# Product CCT(K) Beam Field CBCP Total Flux Efficacy McA SNAP Certification Code Angle Angle (Cd) (Lm) (Lm/W) VIVID SERIES SM16-07-10D-927-03 00919 2700 10 20 5710 390 52 3 YES JA8 SM16-07-25D-927-03 00931 2700 25 40 2260 410 55 3 - JA8 rSM16-07-36D-927-03 00943 2700 36 57 1070 410 «GilliM JA8 SM16-07-10D-930-03 00923 3000 10 20 6000 410 55 3 YES JA8 SM16-07-25D-930-03 00935 3000 25 40 2400 411 .5 JA8 SM16-07-36D-930-03 00947 3000 36 57 1130 435 58 3 - JA8 SM16-07-10D-940-03 00925 4000 10 20 6290 430 58 - SM16-07-25D-940-03 00937 4000 25 40 2510 455 61 4 - - 5M16-07-36D-940-03 00949 4000 36 57 1190 CCT:Correlated Color Temperature McA:White Point Accuracy in McA step SNAP:SORAA SNAP System Compatible *Specifications are at stable warm operating conditions(25°C ambient) SM16 7.5W VIVID NA 19Q4 Information and specifications subject to change L• L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XPRO1 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 135 of 208 SERIES/CCT COLOR ACCURACY WHITENESS INDEX SPECTRAL POWER DISTRIBUTION ---_ 125 m■, ,m - 100 ■■■ li VIVID ( — -- I 75 n■ 2700K ) 50 IMF 25 ; 'W 1780 0 380Wavelength(nm Rf:90,Rg:100,Rfh1:95 Rw:100 CRI:95,R9:95 125 f. 100 (/ 75 VIVID — -- m'., 3000K \ l rj 50 25 0 380 1 I-t\\,: iiillLi Wavelength(nm) 780 Rf:90,Rg:100,Rfh1:95 Rw:100 CRI:95,R9:95 ■■■ ■■■ 125 100 IN■ ,•• /i • \I ,U■ VIVID �r ) 7s i -■ 4000K 1 r/ 50 - t 1■ - -_ >Ill 25 r 0 380 Wavelength(nm) 780 Rf:90,Rg:100,Rfh1:95 Rw:70 CRI:95,R9:95 Rf:TM-30 metric measuring color fidelity(whether colors are similar to those under natural light).Rf is a more accurate version of the CRI Ra.Rf is 100 for natural light. Rg:TM-30 metric measuring color gamut(whether colors are more saturated than under natural light).Rg is 100 for natural light. Rfh1:TM-30 metric measuring color fidelity for red tones.Rfh1 is a more accurate version of the CRI R9.Rfh1 is 100 for natural light. Rw:Soraa-developed metric to measure white fidelity.Rw measures the magnitude of excitation of whitening agents within whites.Rw is about 100 for natural light. Information and specifications subject to change Soraa Inc. 6500 Kaiser Drive,Suite 110 Fremont,CA 94555 SM16 7.5W VIVID NA 19Q4 855 GO-SORAA/855 467-6722 www.soraa.com L• L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XPRO1 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 136 of 208 SORAA SNAP SYSTEM ACCESSORIES SMALL (2") 410 DESCRIPTION ATTACHMENT The award winning Soraa SNAP SYSTEMTM is the first LED lamp/accessory The SNAP SYSTEM's self-centering magnetic interconnect system makes solution that is optimized to work as an integrated system.Based on high using accessories completely user friendly. Simply attached the SNAP brightness single source GaN on GaNTM LED technology, it completely SYSTEM accessory directly to any Narrow Spot Soraa lamp,the magnetic redefines accessory application. The effects that can be achieved are force from both the accessory and lamp will securely attached to one similar to what can be done with halogen sources,but are enabled by a another and center itself. relatively low operating temperature and ground-breaking optical design, materials,and methods of attachment. COMPATIBILITY STACKING ACCESSORIES The SNAP SYSTEM accessories Small(2")are compatible with the lamps and Optical Light Engines outlined below. The SNAP SYSTEM are only SNAP SYSTEM accessories can be stacked in combination.For example, compatible with SORAA Narrow Spot lamps and Optical Light Engines. a beam spreader can be used in combination with CCT shifter.When See each accessory data for exact diameter. combining the beam shaping Snap accessory with CCT shifting Snap Accessory,for best results always place CCT shifting Snap on the lamp first,as shown in diagram below. Small(2") MR76 /Beam shaping i Snap GU10111111 CCT Shift Snap 401 PAR20 OLE/C 16 2"(50MM) PHOTOMETRICS IES files of accessories is available for download at http://www.soraa.com/products/snap_system L• L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XPRO1 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 137 of 208 SORAA SNAP SYSTEM LED ACCESSORIES-SMALL 121 BEAM SPREADER SN Use in any application where reducing the number of beam angle SKUs is required.Reduces inventory costs.Shortens / specification,design,sales cycles.Provides maximum flexibility up too the time of installation. � Beam Part Number ProductCBCPField Cooddee10°Lamp Angle 41:;) 17° AC-GC-1717-00 03263 30% 33° 25° AC-GC-2525-00 00325 29% 40° 36° AC-GC-3636-00 00327 14% 55° ' G.D 60° AC-GC-6060-00 00329 5% 103° Lumen Transmissivity:90% Diameter:50.0 mm Thickness:2 mm Magnetic Attach Force:0.45 lb-F LINEAR SNAP Use in wall washes and illuminating asymmetric objects. o Reduces required number of light fixtures and spill 10-25° illumination of target objects. • J c 70-36° Beam Part Number Product CBCP of Field Field rrati/a/ Code 10°Lamp Angle Angle Horiz. Vert. c 10°-25° AC-GE-1025-00 00331 52% 27° 35° 10-60° 10°-36° AC-GE-1036-00 00333 38% 27° 43° 10°-60° AC-GE-1060-00 03259 25% 25° 70° Lumen Transmissivity:90% -a` Diameter:50.0 mm Thickness:2 mm Magnetic Attach Force:0.45 lb-F FLAT TOP SNAP Provides even illumination center to edge.Eliminates video J—L camera saturation, for use in applications such as critical 25°x25° video surveillance. Beam Part Number Product CBCP of Field Field 36°x 6° Code 10°Lamp Angle Angle Horiz. Vert. 25°x25° AC-FR-2525-00 00335 19% 44° 44° 36°x36° AC-FR-3636-00 00337 14% 46° 46° Lumen Transmissivity:90% - L Diameter:50.0 mm Thickness:2 mm ' Magnetic Attach Force:0.45 lb-F L• L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XPRO1 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 138 of 208 SORAA SNAP SYSTEM LED ACCESSORIES-SMALL 121 LOUVER SNAP Eliminates high angle glare,making light beams disappear 4110 AI 6,5 in downlight applications. 40° Cutoff Part Number Product CBCP of Angle Code 10°Lamp 40° AC-LU-4040-00 00339 63% Diameter:51.1 mm Thickness:9.0 mm Magnetic Attach Force:0.45 lb-F _ _�1 allk Reduces angular intensity to 0.1%of peak at 40°full angle. - - M11 IMF Fits around lamp face.Can be used in combination with gimbal ring fixtures. AIM SNAP O Designed with two lenses the Aim Snap bends the beam from 0 degree to maximum deflection angle of 20 degrees,while maintaining uniform and consistent color and shape. 41004011100 Part Number Product Lumen Beam Max Code Transmission Angle Deflection AC-AM-0020-00 03255 85% 13° 20° Suggested method of use: - ' 11111( Use the orientation lines to adjust beam deflection angle. -sz- _ ' ‘411441.10.0011111 'SiiviatiolO4' ‘411144Z00004 Narrower angle between Wider angle between Stacked orientation lines will orientation lines results orientation lines results in result in undesirable optical in more deflection lesser deflection artifacts.Rotate one lens slightly to mitigate. Note:May be used with Beam Spreader,Linear,and Flat Top SNAP accessory. CCT SHIFTER SNAP «_ Use in hospitality and restaurant applications to simulate warm dimming.Create custom colors for festive occasions • 1/4 .. or brand identity.Single Lamp SKU can be used for multiple color temperatures . CTO* Part Number Product Lumen Mired :: -' Code Transmissivity Shift 1/4 AC-CC-0001-00 00323 90% 37 • 1T2 .« .« .. 1/2 AC-CC-0002-00 00321 75% 83 3/4 AC-CC-0003-00 00319 60% 120 CCT SHIFT EFFECT *Color Temperature Orange Starting 1/4 CTO 1/2 CTO 3/4 CTO Diameter:50.0 mm Thickness:2 mm Lamp CCT 40 CTO 2,700K 2,450K 2,200K 2,000K Magnetic Attach Force:0.45 lb-F 3/4 3,000K 2,700K 2,400K 2,200K 4,000K 3,500K 3,000K 2,700K L. L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XPRO1 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 139 of 208 SORAA SNAP SYSTEM LED ACCESSORIES-SMALL 121 CLEAR SNAP Use togetherwith gel and dichroicfiltersfortotal colorfreedom. Suggested method of use for: Produce the exact mood and effect for any environment with CL the Clear SNAP accessory, Clear Snap are sold in quantities Gel Filter Dichroic Filter of ten. 0 Part Number Product Lumen Lumen Code Transmissivity Transmissivity s y a f 3 (1 Snap) (2 Snaps) 111 i'I�i'I-)III All1 �I`q'�'l�l AC-CL-0000-00 02183 93% 87% �r��'. ,I I i�r �`A Y ����r ii if i ii Diameter:50.0 mm Thickness:2 mm CLEAR SNAP GEL OICNROIC CLEAR SNAP Magnetic Attach Force:0.45 lb-F ENHANCE Enhance is a unique color-enhancing filter.Designed to modify 0 the spectrum of Soraa Vivid lamps,it increases the vividness of warm colors(including red,orange and pink colors)as well as - M greens.In applications where a more colorful setting is sought, Enhance lets the richness of colors stand out even more. 3r Part Number Product Lumen Whiteness �_�\�� Code Transmissivity AC-EN-0001-00 03281 75% 130% Diameter:50.0 mm Thickness:2 mm Magnetic Attach Force:0.20 lb-F SORAA VIVID ENHANCE SNAP ---\ /�_ \ Application Notes: .� - Can be used in combination with any SORAA Vivid 10°lamp. -1 Recommended use with CCTs of 3000K and 2700K f.- JI \ ) Illigli PJJ Recommend that the Enhance be combined with either a Louver Snap % accessory(for 10°spot applications)or with a Beam Spreader Snap / accessory(for other beam angles). Rf:90, Rg:100 Rf:75, Rg:112 When stacking the Enhance Snap with other Snap accessories the Enhance Snap should be placed as the first filter on the lamp,followed by other Rw(Whiteness):120(2700K&3000K) Rw(Whiteness):130(2700K&3000K) Snaps. Soraa Inc. 6500 Kaiser Drive,Suite 110,Fremont,CA 94555 Information and specifications subject to change. 855 GO-SORAA/855-467-6722 •www.soraa.com Rev A 042417 L• L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XPRO1 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 140 of 208 RIO SUB 1 SERIES designplan(0) RIO SUB 1.1, 1 .2 datasheet Slim,sleek and tough,the Rio Sub Series can be used for outdoor and underwater applications and illuminates ground,wall and ceiling installations with no dark zone between fixtures.Available in Static White or RGB and with the use of the aluminum housing is walkover up to 1100 lbs. TECHNICAL DATA N � Wattage/Input See Chart on page 2.(24VDC) 4 Power Supply Remote,not included.See page 3. Construction Body:316L Stainless Steel End Caps:316L Stainless Steel Lens:Opal PMMA OUTER CASING REQUIRED Cable Length: 16.4' CCT 2600K,2800K,3700K,RGB CRI >80 Delivered Lumens See Chart on page 2. Effica 23 Im/W(White), 11.8 Im/W(RGB) Optics Diffus Finishes N/A Cut-Out Dimensions See Chart on page 2. Fixture Dimensions See Chart on page 2. Fixture Weight See Chart on page 2. LED Source SMD Low Power(SW),SMD Full Color(RGB) Lumen Maintenance L80>50,000hrs Color Consistency 3-Step MacAdam Operating Temp. -4°F to+113°F IP Rating IP68 Impact Rating IK10 Walkover Up to 1100 lbs ORDERING INFORMATION Example:RS11005DB. Accessories/Power Supplies ordered separately. 1 :/B SIZE/OUTPUT:TBD W/ MOCK UP Model No. CCT Optics CCT:TBD W/SAMPLE REVIEW MFR TO CONFIRM: RS1100-Rio Sub 1.1 F-2600K DB-Diffus -POOL RATING FOR US PROJECT RS1200-Rio Sub 1.2 5-2800K -HOT TUB COMPATIBILITY AND 9-3700K FIXTURE DIMMABILITY 6-RGB JobName/Date: Fixture Type Designation: sales@designplan.com 79 Trenton Avenue,Frenchtown NJ 08825 P: 908-996-7710 www.designplan.com ©Copyright 2018 Designplan Lighting,Inc. F: 908-996-7042 Published:November 1,2019 1 of 3 L• L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XSUO1 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 141 of 208 RIO SUB 1 SERIES designplan(0) RIO SUB 1.1, 1 .2 datasheet TECHNICAL DATA Fixture Dimensions RIO SUB 1.1 RIO SUB 1.2 0.79" Rio Sub 1.1 WHITE RGB WHITE RGB Wattage 6W 8.5W 12W 17W Delivered Lumens(2800K) 140 Im 100 Im 280 Im 200 Im 20.08" Fixture Dim.(1,w,h) 20.08"x 0.79"x 2.28" 39.76"x 0.79"x 2.28" Cut-Out Size(1,w) 2.28"x 21.46" 2.28"x 41.14" Fixture Weight 1.63 lbs 3.24 lbs . / 1.69" 02 2.28" 0.79" Rio Sub 1.2 39.76" PHOTOMETRIC DATA 1.69" ,a` _ 2.28" D - Diffuse Fc max(2800K) cd/klm mam308 —CO-C180 H (ft) O(ft) OWilla Ft qW1.64' 5.51' 16.07 ,�I,,,,, 3.28' 11.06' 3.99 ‘F*411111111**Ar 6.56' 22.11' 1.028.20' 27.62' 0.65 30' 30 9.84' 33.17' 0.46 `0° JobName/Date: Fixture Type Designation: sales@designplan.com 79 Trenton Avenue,Frenchtown NJ 08825 P: 908-996-7710 www.designplan.com ©Copyright 2018 Designplan Lighting,Inc. F: 908-996-7042 Published:November 1,2019 2 of 3 L. L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XSUO1 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 142 of 208 RIO SUB 1 SERIES designplan(O> RIO SUB 1.1, 1 .2 datasheet SUGGESTED POWER SUPPLIES STATIC WHITE,24VDC #of Fixtures/Power Supply Part Number Description Input/Output Rio Sub 1.1 Rio Sub 1.2 PPLT00056 Non-Dim 120-277VAC to 24VDC,26W,Class 2 1-3 1-4 PPLT00157 Non-Dim 120VAC to 24VDC,60W,Class 2 1-8 1-2 24VDC-FOR USE WITH FOUNTAIN/WATER FEATURES #of Fixtures Part Number Description Input/Output Rio Sub 1.1 Rio Sub 1.2 FPV-100000024 Non-Dim 120-277VAC to 24VDC,100W,Class 2 1-13 1-6 FPV-100100024 0-10V Dimming to 1.0% 120-277VAC to 24VDC,100W,Class 2 1-13 1-6 FPV-100EL0024 DMX I RDM(Field Addressable)/DALI 120-277VAC to 24VDC,100W,Class 2 1-12 1-4 RGB,24VDC #of Fixtures/Power Supply Part Number Description Input/Output Rio Sub 1.1 Rio Sub 1.2 PPLT00288 DMX/RDM(Field Addressable)/Dali/0-10V 120-277VAC to 24VDC,100W 1-9 1-4 RGB,24VDC-FOR USE WITH FOUNTAIN/WATER FEATURES FPV-100EL0024 DMX/RDM(Field Addressable)/Deli 120-277VAC to 24VDC,100W 1-9 1-4 For other power supply options consult factory. ACCESSORIES Installation Stainless Steel WN8011 -Alignment Kit Outer Casing REQUIRED 'A For Stainless Steel Outer Casings WC8551 -Rio Sub 1.1 (L 21.46') 4 WC8552-Rio Sub 1.2 (L 41.14) 5.39" 3.74" WN6006-Extractors(Pair) 1 IPP For Outer Casings 2 POWER SUPPLY/ACCESSORIES ORDERING Power Supply Installation Accessories JobName/Date: Fixture Type Designation: sales@designplan.com 79 Trenton Avenue,Frenchtown NJ 08825 P: 908-996-7710 www.designplan.com ©Copyright 2018 Designplan Lighting,Inc. F: 908-996-7042 Published:November 1,2019 3 of 3 L. L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XSUO1 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 143 of 208 ... N N 3 N Q E O� Co m V M M N N N N .--1 .--1 .--1 .--i 72, N �-1 n M M N .• 0) 0) O 00 O 0) u N CIS• E a E ^y My cp N. Ln d- d- M M M IN IN IN N W O) N W ._-I LP) O 71. N N O N CD 0) 0) N oS E cc 3 M Oo ti O N M d1 NM N N .--i .ti Q1 N. l0 Li-) lf) M M M .� N .� N. 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U a a a a a a a a a a a a a a a c E E E E E E E E E E E E E E E N Lrrii o N Ln 0 0 o ii O O O O O O O O O O O O O O O .-1 N ; .- N CO O IA O O in O u1 O 111 O In 0 In 0 In 0 .-I 0M IA N. O ' N. r1 ' 00 .-I 1A CO N 1A 01 7 rl rl .-I N N N M M M N Q ;uaaan);ue;suo) 3PAZT DPAVZ o c N ISAS ail 1- N- L• L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XSUO1 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 144 of 208 LIGHTING PROTECTION RATINGS IP Protection Ratings I PXX IPX- •i re -ro ec Protection from Solid Objects, Dust&Moisture High Pressure IP x &Temperature Jet Solid Objects & Dust Protection Pressure Watertight • :.•• • >0.04" • Dust Tight Submersion Tested 6 No Dust Entry at 1.3X Rating Watertight 0.04"Submersion Dust Proof 5 • •• • Powerful Jet Proof 4 Solid Objects >0.04" Jet Proof ::, • Solid Objects I Splash Proof Water • 3 >0.10" Spray 360° Rain Proof Water Spray 60°from Accessibility I vertical 2 Probe >0.47" I Drip Proof when tilted 15°from vertical Solid Objects I 1 > 1.97" Drip Proof Vertical Drops Not Protected/Evaluated 0 Not Protected/Evaluated L• L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XSUO1 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 145 of 208 0 Orsjo Tratten mini Tratten was designed by the company Jakobsson during the 1960's and has become a true classic. Today many of his objects are seen as true collective items. Hans Agne Jakobsson's design was characterized by his strive of working with materials that made the light in his objects pleasant and non- blinding. CUSTOM FINISH: PATINATED BRASS CCT: 2700K DIMMABLE LED k\„ NICKELPLATED BRASS ROUGH COPPER ROUGH BRASS L• L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XWSO1 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 146 of 208 Specification TECHNICAL SPECIFICATION Design Orsjo Electrical data Class I IP23 230V Description Rough copper, nickel-plated brass or rough brass Connection Hard-wired Light source Fixed 1x4W LED-module included,dimmable Weight 1 kg Volume 0,05 m3 Care Download Care Instructions Recycling Download Recycling Manual ARTICLE NO. & MODEL J30201 F69 Rough copper J30201 F70 Nickel-plated brass J30201F72 Rough brass CUSTOM FINISH: PATINATED BRASS CCT: 2700K DIMMABLE LED L• L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XWSO1 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 147 of 208 Dimensions A,Illim 0 105 190 0 13511 ] O 0 70 1 WALL LAMP TRATTEN MINI CUSTOM FINISH: PATINATED BRASS CCT: 2700K DIMMABLE LED Visit www.orsjo.com for more info L. L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XWSO1 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 148 of 208 �I 1. 0749 Mast Light, Mains Voltage DAVEYI_IGHTING ENGLAND e e ii 5.9"(150MM) 5.5"(140MM) _. e� ' U '�e 3"(78MM) 3.3"(84MM) 3.6"(92MM) 4.7"(120MM) FINISH: SANDBLASTED WEATHERED BRONZE MFR TO CONFIRM: -IF THE FIXTURE'S IP RATING BELOW IS INACCURATE OR IF THERE IS ANOTHER CODE/VERSION FOR EXTERIOR(SEE PG. 2 FOR EXTERIOR USE DESCRIPTION FROM THE MFR WEBSITE). Specifications -IF THE FIXTURE CAN BE MOUNTED TO THE WALL WITHOUT BACKPLATE p AND J-BOX FOR A CLEANER LOOK(SEE PG. 3 FOR REF). PRODUCT CODE: US-DP0749 IP RATING: IP54 BULB CAP: GU10 MATERIAL(S): ALUMINIUM/BRONZE,GLASS MAX WATTAGE: 35W AVAILABLE FINISH: ANODISED,POLISHED OR SANDBLASTED ALUMINIUM. VOLTAGE: 120V(AC) POLISHED,SANDBLASTED OR BULB TYPE: MR16 GU10 CCT: 2700K FATHERED SANDBLASTED DIMMABLE LED BEAMSPREAD TBD RONZE LAMP NOT SUPPLIED MAINS(120V)VOLTAGE FITTING-NO TRANSFORMER/DRIVER REQUIRED THE MATCHING CAST BACKPLATE IS DESIGNED TO BE INSTALLED OVER STANDARD 4"OCTAGONAL JUNCTION BOXES(DIRECT MOUNTING TO WALL). STATED DIMENSIONS ARE FOR REFERENCE PURPOSES ONLY.DUE TO MANUFACTURING TOLERANCES OF SAND-CASTING,THE ACTUAL DIMENSIONS OF EACH PRODUCT MAY DIFFER TO THOSE STATED. ©ORIGINAL BTC ® originalbtc.com This product is available for specific markets. Made in the UK US Retrofit LED compatible. L• L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XWSO2 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 149 of 208 A t.: - i - r �.-1 1))II)) • w 1 . —4.„ - . - - .�'': 4, - II41 _ Ilillkilit*Nc,ii i. . • f • .,-.1I W 7 N(A U U L- • 13 N o U coO. n 7 N NL. U ? 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Y CoU Na N2 'C HW cV ZQ , J1 C5Ooo Uy Q _ - gE zm O - Lg-RL o 6 01 L -2U J F2 dZZa SE -a >> mgy0aO_ > w g o L >= c5os - < Z 0 = w o Q y d .� .- y ¢ 2-m > d C W II II II 2- 3 ` - ,v z 4- U � Q U m U w � -E U _ 0 RRa ci O _ - O 8 -Z® to O Y ILL to y L 3aac m a n o� U' L E o d a'E Y- rev Z CCD r) w ILi - nl ch v In cn m m 0 rn n m N U a w Q O+O L. L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XWS02 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 152 of 208 / \ \ \ O \ cm .o g � e N ) $ 2 _ . O P k // ,_ L I co •- k � 0 , S � ` \ / �� \ • / - \ \/\ m - t § = \ -' o % 2 / t t2 ; { \ 2 _ ƒ \ /© \ ; / - # / : $ z I � jori II O . = /\ \ / { o _ _ } a2 j = 0 - / / ƒ T - - CD-- I \\ ) ! ' ! / _ \ \ \ Lr, \ � � � � E 8\ � \ \ ) / cv � CO CD e �ƒ < \ _ : pg - / _ 2 _ ) E / / k >.22 \ / \ j \ > \ § \ / 22z3a — / \ / \ I \ \f Lu - � < o - \ - 11 ' I / CO \ \k \ } ) / \ j / cc o \ J : ® ! ® R G0 0 ® ± u. 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II /cc C \ k � k \ 0I IO wI � 2•� d !\ q q g q / ƒ � � ƒ 5 § < ; E ® © ± e 0 \ e 2 U \/ - U Z d U Z LeL'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XWS 0 2 120 WALKER STREET i»H FLOOR i:EW YOR%m:ma IT:+1 zla:4463 Page 1 3 of 20 SORAA ViViCTM MR16 G _, 10 7.5W 120V Output 390-455 lumen Beam Angle 10°,25°,36°,60° Color Temperature 2700K,3000K,4000K Color Metrics CIE Metrics:CRI 95, R9 95 TM30 Metrics: Rf 90, Rg 100 idok Whiteness Index: Rw 100 Applications Hotels&Hospitality Galleries&Museums High-End Retail ® @ ® 0 ® W 7a ° °Q 0 95 SORAA VIVID" ACCESSORIES Soraa VIVID lamps offer beautiful and accurate color Narrow spot compatible with the Soraa SNAP System'". and white rendering across the entire visible spectrum, mimicking the natural range of sunlight to deliver THERMAL COMPATIBILITY unmatched quality of light for color critical applications. Suitable for use in fully enclosed fixtures,subject to the maximum heatsink temperature limits stated in this data sheet.Designed to POINT SOURCE OPTICS" safely turn down in high temperature environments to protect LED Point Source Optics deliver exceptional beam quality with and components. crisp shadows,perfect uniformity and precisely controlled beam distributions from 10°to 60°. ELECTRICAL COMPATIBILITY Works with trailing edge and leading edge phase cut dimmers. SORAA VIVID COLOR" Check individual lamp website pages for compatibility data. Soraa VIVID lamps utilize full spectrum light to provide For more information visit:www.soraa.com. industry-leading color rendition of CRI/95,R9/95,Rf/90, Rg/100 for precise color reproduction. INTENDED USE&LOCATION RATING Intended for use in MR16 GU10 compatible recessed SORAA NATURAL WHITE" downlights,track lighting and other indoor applications Soraa VIVID lamps are engineered to deliver outstanding Suitable for damp locations,not rated for use in wet locations whiteness rendering for true-to-life whites,which matches or exceeds incandescent sources at 2700K and 3000K. LIFETIME&WARRANTY Rated lifetime to L70:35,000hrs FLICKER Warranty:3yrs or 25,000hrs whichever comes first Soraa lamps demonstrate low levels of flicker in both For warranty information visit:www.soraa.com/resources/legal dimmed and undimmed states. ENERGY EFFICIENCY 85%more energy efficient than standard halogen lamps,with typical payback of one year or less. COO RoHS Fe GENERAL SPECIFICATIONS Form Factor Operating Temperature Electrical Dimming and Flicker Width:49.9mm(1.96") Minimum:-40°C(ambient) Wattage:7.5W Dimmable to<20% Height:53.5mm(2.10") Typical:85°C-95°C(base) Power factor:0.93 Flicker Index:<0.12 Weight:61g Maximum:100°C(base) Voltage:120V+/-12V Percent Flicker:40% Frequency:50/60Hz SM16GA 7.5W VIVID NA 19Q4 Information and specifications subject to change L• L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XWS02 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 154 of 208 DIMENSIONS COLOR RENDERING 49.9mm (1.96") Harmful Visible Spectrum Wasteful UV IR ,,,,►,,,I .'�I'I►I►I ;" Soraa VIVIU 111 Ipi, V� • Sunlight 53.5mm (2.10") t Standard LED Base Temperature INC t diet Cyan gap{ I Red lack! 400 WO OOU 700 Mr ateten Measured Here • ■ 10 DEGREE BEAM 25 DEGREE BEAM Beam Dia at 50% Field Dia at 10% Foot-candles A& Beam Dia at 50% Field Dia at 10% Foot-candles CBCP(ft) CBCP(ft) (%of CBCP) CBCP(ft) CBCP(ft) (%of CBCP) 0.5 1.1 11.1% 3' 1.3 2.1 11.1% 1.0 2.1 2.8% 6' 2.7 4.1 2.8% 1.6 3.2 1.2% 9' 4.0 6.2 1.2% 2.1 4.2 0.7% 12' 5.3 8.3 0.7% 2.6 5.3 0.4% 15' 6.7 10.3 0.4% 36 DEGREE BEAM 60 DEGREE BEAM Beam Dia at 50% Field Dia at 10% Foot-candles Beam Dia at 50% Field Dia at 10% Foot-candles CBCP(ft) CBCP(ft) (%of CBCP) CBCP(ft) CBCP(ft) (%of CBCP) 1.9 3.1 11.1% C- 3' 3.5 5.4 11.1% 3.9 6.1 2.8% 6' 6.9 10.8 2.8% 5.8 9.2 1.2% 9' 10.4 16.2 1.2% 7.8 12.2 0.7% 12 13.9 21.6 0.7% 9.7 15.3 0.4% . 17.3 27.0 0.4% Note:Footcandles may be calculated by multiplying the CBCP of the desired model number by the percentage in the tables above SM16GA 7.5W VIVID NA 19Q4 Information and specifications subject to change L• L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XWSO2 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 155 of 208 SPECIFICATIONS BY MODEL NUMBER* SORAA LED MR16-GU10 7.5W 120V Model# Product CCT(K) Beam Field CBCP Total Flux Efficacy McA SNAP Code Angle Angle (Cd) (Lm) (Lm/W) VIVID SERIES SM16GA-07-10D-927-03 01111 2700 10 17 5710 390 52 3 YES SM16GA-07-25D-927-03 01123 2700 25 38 2260 410 55 3 - SM16GA-07-36D-927-03 01135 2700 36 54 1070 410 55 3 - SM16GA-07-60D-927-03 01573 2700 60 84 420 410 55 3 - SM16GA-07-10D-930-03 01115 3000 10 17 6000 410 55 3 YES SM16GA-07-25D-930-03 01127 3000 25 38 2400 435 58 3 - SM16GA-07-36D-930-03 01139 3000 36 54 1130 435 58 3 - SM16GA-07-60D-930-03 01577 3000 60 84 440 435 58 3 - SM16GA-07-10D-940-03 01117 4000 10 17 6290 430 58 4 YES SM16GA-07-25D-940-03 01129 4000 25 38 2510 455 61 4 - SM16GA-07-36D-940-03 01141 4000 36 54 1190 455 61 4 - SM16GA-07-60D-940-03 01579 4000 60 84 460 455 61 4 - CCT:Correlated Color Temperature McA:White Point Accuracy in McA step SNAP:SORAA SNAP System Compatible *Specifications are at stable warm operating conditions(25°C ambient) SM16GA 7.5W VIVID NA 19Q4 Information and specifications subject to change L• L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XWSOZ 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 156 of 208 SERIES/CCT COLOR ACCURACY WHITENESS INDEX SPECTRAL POWER DISTRIBUTION 125 VIVID 75 2700K i 111 50 ' 1411t116 0// 25 380 Wavelength(nm) 780 Rf:90,Rg:100,Rfh1:95 Rw:100 CRI:95,R9:95 1 125 I illt 100 7 . Ail -7.6 75 VIVID — - 3000K 1 i 50 / 25 0 380 Wavelength(nm) 780 Rf:90,Rg:100,Rfh1:95 Rw:100 CRI:95,R9:95 MEMMEIM 125 MET . ,----—- -----. MINEr ME IN. VIVID �! 75- i I -. 4000K 1 �/ 50 — _ I� 25 I �j 0 380 Wavelength(nm) 780 Rf:90,Rg:100,Rfh1:95 Rw:70 CRI:95,R9:95 Rf:TM-30 metric measuring color fidelity(whether colors are similar to those under natural light).Rf is a more accurate version of the CRI Ra.Rf is 100 for natural light. Rg:TM-30 metric measuring color gamut(whether colors are more saturated than under natural light).Rg is 100 for natural light. Rfh1:TM-30 metric measuring color fidelity for red tones.Rfh1 is a more accurate version of the CRI R9.Rfh1 is 100 for natural light. Rw:Soraa-developed metric to measure white fidelity.Rw measures the magnitude of excitation of whitening agents within whites.Rw is about 100 for natural light. Information and specifications subject to change Soraa Inc. 6500 Kaiser Drive,Suite 110 Fremont,CA 94555 SM16GA 7.5W VIVID NA 19Q4 855 GO-SORAA/855 467-6722 www.soraa.com L• L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XWS02 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 157 of 208 SORAA SNAP SYSTEM ACCESSORIES SMALL (2") 410 DESCRIPTION ATTACHMENT The award winning Soraa SNAP SYSTEMTM is the first LED lamp/accessory The SNAP SYSTEM's self-centering magnetic interconnect system makes solution that is optimized to work as an integrated system.Based on high using accessories completely user friendly. Simply attached the SNAP brightness single source GaN on GaNTM LED technology, it completely SYSTEM accessory directly to any Narrow Spot Soraa lamp,the magnetic redefines accessory application. The effects that can be achieved are force from both the accessory and lamp will securely attached to one similar to what can be done with halogen sources,but are enabled by a another and center itself. relatively low operating temperature and ground-breaking optical design, materials,and methods of attachment. COMPATIBILITY STACKING ACCESSORIES The SNAP SYSTEM accessories Small(2")are compatible with the lamps and Optical Light Engines outlined below. The SNAP SYSTEM are only SNAP SYSTEM accessories can be stacked in combination.For example, compatible with SORAA Narrow Spot lamps and Optical Light Engines. a beam spreader can be used in combination with CCT shifter.When See each accessory data for exact diameter. combining the beam shaping Snap accessory with CCT shifting Snap Accessory,for best results always place CCT shifting Snap on the lamp first,as shown in diagram below. Small(2") MR76 /Beam shaping i Snap GU10111111 CCT Shift Snap 401 PAR20 OLE/C 16 2"(50MM) PHOTOMETRICS IES files of accessories is available for download at http://www.soraa.com/products/snap_system L• L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XWS02 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 158 of 208 SORAA SNAP SYSTEM LED ACCESSORIES-SMALL 121 BEAM SPREADER SN Use in any application where reducing the number of beam angle SKUs is required.Reduces inventory costs.Shortens / specification,design,sales cycles.Provides maximum flexibility up too the time of installation. � Beam Part Number ProductCBCPField Cooddee10°Lamp Angle 41:;) 17° AC-GC-1717-00 03263 30% 33° 25° AC-GC-2525-00 00325 29% 40° 36° AC-GC-3636-00 00327 14% 55° ' G.D 60° AC-GC-6060-00 00329 5% 103° Lumen Transmissivity:90% Diameter:50.0 mm Thickness:2 mm Magnetic Attach Force:0.45 lb-F LINEAR SNAP Use in wall washes and illuminating asymmetric objects. o Reduces required number of light fixtures and spill 10-25° illumination of target objects. • J c 70-36° Beam Part Number Product CBCP of Field Field rrati/a/ Code 10°Lamp Angle Angle Horiz. Vert. c 10°-25° AC-GE-1025-00 00331 52% 27° 35° 10-60° 10°-36° AC-GE-1036-00 00333 38% 27° 43° 10°-60° AC-GE-1060-00 03259 25% 25° 70° Lumen Transmissivity:90% —S` Diameter:50.0 mm Thickness:2 mm Magnetic Attach Force:0.45 lb-F FLAT TOP SNAP Provides even illumination center to edge.Eliminates video J—L camera saturation, for use in applications such as critical 25°x25° video surveillance. Beam Part Number Product CBCP of Field Field 36°x 6° Code 10°Lamp Angle Angle Horiz. Vert. 25°x25° AC-FR-2525-00 00335 19% 44° 44° 36°x36° AC-FR-3636-00 00337 14% 46° 46° Lumen Transmissivity:90% - L Diameter:50.0 mm Thickness:2 mm ' Magnetic Attach Force:0.45 lb-F L• L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XWSO2 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 159 of 208 SORAA SNAP SYSTEM LED ACCESSORIES-SMALL 121 LOUVER SNAP Eliminates high angle glare,making light beams disappear 4110 AI 6,5 in downlight applications. 40° Cutoff Part Number Product CBCP of Angle Code 10°Lamp 40° AC-LU-4040-00 00339 63% Diameter:51.1 mm Thickness:9.0 mm Magnetic Attach Force:0.45 lb-F _ _�1 allk Reduces angular intensity to 0.1%of peak at 40°full angle. - - M11 IMF Fits around lamp face.Can be used in combination with gimbal ring fixtures. AIM SNAP O Designed with two lenses the Aim Snap bends the beam from 0 degree to maximum deflection angle of 20 degrees,while maintaining uniform and consistent color and shape. 41004011100 Part Number Product Lumen Beam Max Code Transmission Angle Deflection AC-AM-0020-00 03255 85% 13° 20° Suggested method of use: - ' 11111( Use the orientation lines to adjust beam deflection angle. -sz- _ ' ‘411441.10.0011111 'SiiviatiolO4' ‘411144Z00004 Narrower angle between Wider angle between Stacked orientation lines will orientation lines results orientation lines results in result in undesirable optical in more deflection lesser deflection artifacts.Rotate one lens slightly to mitigate. Note:May be used with Beam Spreader,Linear,and Flat Top SNAP accessory. CCT SHIFTER SNAP «_ Use in hospitality and restaurant applications to simulate warm dimming.Create custom colors for festive occasions • 1/4 .. or brand identity.Single Lamp SKU can be used for multiple color temperatures . CTO* Part Number Product Lumen Mired :: -' Code Transmissivity Shift 1/4 AC-CC-0001-00 00323 90% 37 • 1T2 .« .« .. 1/2 AC-CC-0002-00 00321 75% 83 3/4 AC-CC-0003-00 00319 60% 120 CCT SHIFT EFFECT *Color Temperature Orange Starting 1/4 CTO 1/2 CTO 3/4 CTO Diameter:50.0 mm Thickness:2 mm Lamp CCT 40 CTO 2,700K 2,450K 2,200K 2,000K Magnetic Attach Force:0.45 lb-F 3/4 3,000K 2,700K 2,400K 2,200K 4,000K 3,500K 3,000K 2,700K L. L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XWSO2 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 160 of 208 SORAA SNAP SYSTEM LED ACCESSORIES-SMALL 121 CLEAR SNAP Use togetherwith gel and dichroicfiltersfortotal colorfreedom. Suggested method of use for: Produce the exact mood and effect for any environment with CL the Clear SNAP accessory, Clear Snap are sold in quantities Gel Filter Dichroic Filter of ten. 0 Part Number Product Lumen Lumen — Code Transmissivity Transmissivity s y a f 3 (1 Snap) (2 Snaps) 111 i'I�i'I-)III All1 �I`q'�'l�l AC-CL-0000-00 02183 93% 87% �r��'. ,I I i�r �`A Y ����r ii if i ii Diameter:50.0 mm Thickness:2 mm CLEAR SNAP GEL DICNROIC CLEAR SNAP Magnetic Attach Force:0.45 lb-F ENHANCE Enhance is a unique color-enhancing filter.Designed to modify 0 the spectrum of Soraa Vivid lamps,it increases the vividness of warm colors(including red,orange and pink colors)as well as - _,rr greens.In applications where a more colorful setting is sought, Enhance lets the richness of colors stand out even more. 3r Part Number Product Lumen Whiteness �_�\�� Code Transmissivity AC-EN-0001-00 03281 75% 130% Diameter:50.0 mm Thickness:2 mm Magnetic Attach Force:0.20 lb-F SORAA VIVID ENHANCE SNAP ---\ /�_ \ Application Notes: .� - Can be used in combination with any SORAA Vivid 10°lamp. -1 Recommended use with CCTs of 3000K and 2700K f.- JI \ ) Illigli PJJ Recommend that the Enhance be combined with either a Louver Snap % accessory(for 10°spot applications)or with a Beam Spreader Snap / accessory(for other beam angles). Rf:90, Rg:100 Rf:75, Rg:112 When stacking the Enhance Snap with other Snap accessories the Enhance Snap should be placed as the first filter on the lamp,followed by other Rw(Whiteness):120(2700K&3000K) Rw(Whiteness):130(2700K&3000K) Snaps. Soraa Inc. 6500 Kaiser Drive,Suite 110,Fremont,CA 94555 Information and specifications subject to change. 855 GO-SORAA/855-467-6722 •www.soraa.com Rev A 042417 L• L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XWSO2 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 161 of 208 �I 1. 0749 Mast Light, Mains Voltage DAVEYI_IGHTING ENGLAND e e ii 5.9"(150MM) 5.5"(140MM) _. e� ' U '�e 3"(78MM) 3.3"(84MM) 3.6"(92MM) 4.7"(120MM) FINISH: SANDBLASTED WEATHERED BRONZE MFR TO CONFIRM: -IF THE FIXTURE'S IP RATING BELOW IS INACCURATE OR IF THERE IS ANOTHER CODE/VERSION FOR EXTERIOR(SEE PG. 2 FOR EXTERIOR USE DESCRIPTION FROM THE MFR WEBSITE). Specifications -IF THE FIXTURE CAN BE MOUNTED TO THE WALL WITHOUT BACKPLATE p AND J-BOX FOR A CLEANER LOOK(SEE PG. 3 FOR REF). PRODUCT CODE: US-DP0749 IP RATING: IP54 BULB CAP: GU10 MATERIAL(S): ALUMINIUM/BRONZE,GLASS MAX WATTAGE: 35W AVAILABLE FINISH: ANODISED,POLISHED OR SANDBLASTED ALUMINIUM. VOLTAGE: 120V(AC) POLISHED,SANDBLASTED OR BULB TYPE: MR16 GU10 CCT: 2700K FATHERED SANDBLASTED DIMMABLE LED BEAMSPREAD TBD RONZE LAMP NOT SUPPLIED MAINS(120V)VOLTAGE FITTING-NO TRANSFORMER/DRIVER REQUIRED THE MATCHING CAST BACKPLATE IS DESIGNED TO BE INSTALLED OVER STANDARD 4"OCTAGONAL JUNCTION BOXES(DIRECT MOUNTING TO WALL). STATED DIMENSIONS ARE FOR REFERENCE PURPOSES ONLY.DUE TO MANUFACTURING TOLERANCES OF SAND-CASTING,THE ACTUAL DIMENSIONS OF EACH PRODUCT MAY DIFFER TO THOSE STATED. ©ORIGINAL BTC ® originalbtc.com This product is available for specific markets. Made in the UK US Retrofit LED compatible. 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II /cc C \ k � k \ 0I IO wI � 2•� d !\ q q g q / ƒ � � ƒ 5 § < ; E ® © ± e 0 \ e 2 U \/ - U Z d U Z LeL'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XWS 0] 120 WALKER STREET i»H FLOOR i:EW YOR%m:ma IT:+1 zla:4463 Page I66 of 20 SORAA ViViCTM MR16 G _, 10 7.5W 120V Output 390-455 lumen Beam Angle 10°,25°,36°,60° Color Temperature 2700K,3000K,4000K Color Metrics CIE Metrics:CRI 95, R9 95 TM30 Metrics: Rf 90, Rg 100 idok Whiteness Index: Rw 100 Applications Hotels&Hospitality Galleries&Museums High-End Retail ® @ ® 0 ® W 7a ° °Q 0 95 SORAA VIVID" ACCESSORIES Soraa VIVID lamps offer beautiful and accurate color Narrow spot compatible with the Soraa SNAP System'". and white rendering across the entire visible spectrum, mimicking the natural range of sunlight to deliver THERMAL COMPATIBILITY unmatched quality of light for color critical applications. Suitable for use in fully enclosed fixtures,subject to the maximum heatsink temperature limits stated in this data sheet.Designed to POINT SOURCE OPTICS" safely turn down in high temperature environments to protect LED Point Source Optics deliver exceptional beam quality with and components. crisp shadows,perfect uniformity and precisely controlled beam distributions from 10°to 60°. ELECTRICAL COMPATIBILITY Works with trailing edge and leading edge phase cut dimmers. SORAA VIVID COLOR" Check individual lamp website pages for compatibility data. Soraa VIVID lamps utilize full spectrum light to provide For more information visit:www.soraa.com. industry-leading color rendition of CRI/95,R9/95,Rf/90, Rg/100 for precise color reproduction. INTENDED USE&LOCATION RATING Intended for use in MR16 GU10 compatible recessed SORAA NATURAL WHITE" downlights,track lighting and other indoor applications Soraa VIVID lamps are engineered to deliver outstanding Suitable for damp locations,not rated for use in wet locations whiteness rendering for true-to-life whites,which matches or exceeds incandescent sources at 2700K and 3000K. LIFETIME&WARRANTY Rated lifetime to L70:35,000hrs FLICKER Warranty:3yrs or 25,000hrs whichever comes first Soraa lamps demonstrate low levels of flicker in both For warranty information visit:www.soraa.com/resources/legal dimmed and undimmed states. ENERGY EFFICIENCY 85%more energy efficient than standard halogen lamps,with typical payback of one year or less. COO RoHS Fe GENERAL SPECIFICATIONS Form Factor Operating Temperature Electrical Dimming and Flicker Width:49.9mm(1.96") Minimum:-40°C(ambient) Wattage:7.5W Dimmable to<20% Height:53.5mm(2.10") Typical:85°C-95°C(base) Power factor:0.93 Flicker Index:<0.12 Weight:61g Maximum:100°C(base) Voltage:120V+/-12V Percent Flicker:40% Frequency:50/60Hz SM16GA 7.5W VIVID NA 19Q4 Information and specifications subject to change L• L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XWS03 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 167 of 208 DIMENSIONS COLOR RENDERING 49.9mm (1.96") Harmful Visible Spectrum Wasteful UV IR ,,,,►,,,I .'�I'I►I►I ;" Soraa VIVIU 111 Ipi, V� • Sunlight 53.5mm (2.10") t Standard LED Base Temperature INC t diet Cyan gap{ I Red lack! 400 WO OOU 700 Mr ateten Measured Here • ■ 10 DEGREE BEAM 25 DEGREE BEAM Beam Dia at 50% Field Dia at 10% Foot-candles A& Beam Dia at 50% Field Dia at 10% Foot-candles CBCP(ft) CBCP(ft) (%of CBCP) CBCP(ft) CBCP(ft) (%of CBCP) 0.5 1.1 11.1% 3' 1.3 2.1 11.1% 1.0 2.1 2.8% 6' 2.7 4.1 2.8% 1.6 3.2 1.2% 9' 4.0 6.2 1.2% 2.1 4.2 0.7% 12' 5.3 8.3 0.7% 2.6 5.3 0.4% 15' 6.7 10.3 0.4% 36 DEGREE BEAM 60 DEGREE BEAM Beam Dia at 50% Field Dia at 10% Foot-candles Beam Dia at 50% Field Dia at 10% Foot-candles CBCP(ft) CBCP(ft) (%of CBCP) CBCP(ft) CBCP(ft) (%of CBCP) 1.9 3.1 11.1% C- 3' 3.5 5.4 11.1% 3.9 6.1 2.8% 6' 6.9 10.8 2.8% 5.8 9.2 1.2% 9' 10.4 16.2 1.2% 7.8 12.2 0.7% 12 13.9 21.6 0.7% 9.7 15.3 0.4% . 17.3 27.0 0.4% Note:Footcandles may be calculated by multiplying the CBCP of the desired model number by the percentage in the tables above SM16GA 7.5W VIVID NA 19Q4 Information and specifications subject to change L• L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XWSO3 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 168 of 208 SPECIFICATIONS BY MODEL NUMBER* SORAA LED MR16-GU10 7.5W 120V Model# Product CCT(K) Beam Field CBCP Total Flux Efficacy McA SNAP Code Angle Angle (Cd) (Lm) (Lm/W) VIVID SERIES SM16GA-07-10D-927-03 01111 2700 10 17 5710 390 52 3 YES SM16GA-07-25D-927-03 01123 2700 25 38 2260 410 55 3 - SM16GA-07-36D-927-03 01135 2700 36 54 1070 410 55 3 - SM16GA-07-60D-927-03 01573 2700 60 84 420 410 55 3 - SM16GA-07-10D-930-03 01115 3000 10 17 6000 410 55 3 YES SM16GA-07-25D-930-03 01127 3000 25 38 2400 435 58 3 - SM16GA-07-36D-930-03 01139 3000 36 54 1130 435 58 3 - SM16GA-07-60D-930-03 01577 3000 60 84 440 435 58 3 - SM16GA-07-10D-940-03 01117 4000 10 17 6290 430 58 4 YES SM16GA-07-25D-940-03 01129 4000 25 38 2510 455 61 4 - SM16GA-07-36D-940-03 01141 4000 36 54 1190 455 61 4 - SM16GA-07-60D-940-03 01579 4000 60 84 460 455 61 4 - CCT:Correlated Color Temperature McA:White Point Accuracy in McA step SNAP:SORAA SNAP System Compatible *Specifications are at stable warm operating conditions(25°C ambient) SM16GA 7.5W VIVID NA 19Q4 Information and specifications subject to change L• L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XWSO3 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 169 of 208 SERIES/CCT COLOR ACCURACY WHITENESS INDEX SPECTRAL POWER DISTRIBUTION 125 VIVID 75 2700K i 111 50 ' 1411t116 0// 25 380 Wavelength(nm) 780 Rf:90,Rg:100,Rfh1:95 Rw:100 CRI:95,R9:95 1 125 I illt 100 7 . Ail -7.6 75 VIVID — - 3000K 1 i 50 / 25 0 380 Wavelength(nm) 780 Rf:90,Rg:100,Rfh1:95 Rw:100 CRI:95,R9:95 MEMMEIM 125 MET . ,----—- -----. MINEr ME IN. VIVID �! 75- i I -. 4000K 1 �/ 50 — _ I� 25 I �j 0 380 Wavelength(nm) 780 Rf:90,Rg:100,Rfh1:95 Rw:70 CRI:95,R9:95 Rf:TM-30 metric measuring color fidelity(whether colors are similar to those under natural light).Rf is a more accurate version of the CRI Ra.Rf is 100 for natural light. Rg:TM-30 metric measuring color gamut(whether colors are more saturated than under natural light).Rg is 100 for natural light. Rfh1:TM-30 metric measuring color fidelity for red tones.Rfh1 is a more accurate version of the CRI R9.Rfh1 is 100 for natural light. Rw:Soraa-developed metric to measure white fidelity.Rw measures the magnitude of excitation of whitening agents within whites.Rw is about 100 for natural light. Information and specifications subject to change Soraa Inc. 6500 Kaiser Drive,Suite 110 Fremont,CA 94555 SM16GA 7.5W VIVID NA 19Q4 855 GO-SORAA/855 467-6722 www.soraa.com L• L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XWS03 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 170 of 208 SORAA SNAP SYSTEM ACCESSORIES SMALL (2") 410 DESCRIPTION ATTACHMENT The award winning Soraa SNAP SYSTEMTM is the first LED lamp/accessory The SNAP SYSTEM's self-centering magnetic interconnect system makes solution that is optimized to work as an integrated system.Based on high using accessories completely user friendly. Simply attached the SNAP brightness single source GaN on GaNTM LED technology, it completely SYSTEM accessory directly to any Narrow Spot Soraa lamp,the magnetic redefines accessory application. The effects that can be achieved are force from both the accessory and lamp will securely attached to one similar to what can be done with halogen sources,but are enabled by a another and center itself. relatively low operating temperature and ground-breaking optical design, materials,and methods of attachment. COMPATIBILITY STACKING ACCESSORIES The SNAP SYSTEM accessories Small(2")are compatible with the lamps and Optical Light Engines outlined below. The SNAP SYSTEM are only SNAP SYSTEM accessories can be stacked in combination.For example, compatible with SORAA Narrow Spot lamps and Optical Light Engines. a beam spreader can be used in combination with CCT shifter.When See each accessory data for exact diameter. combining the beam shaping Snap accessory with CCT shifting Snap Accessory,for best results always place CCT shifting Snap on the lamp first,as shown in diagram below. Small(2") MR76 /Beam shaping i Snap GU10111111 CCT Shift Snap 401 PAR20 OLE/C 16 2"(50MM) PHOTOMETRICS IES files of accessories is available for download at http://www.soraa.com/products/snap_system L• L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XWS03 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 171 of 208 SORAA SNAP SYSTEM LED ACCESSORIES-SMALL 121 BEAM SPREADER SN Use in any application where reducing the number of beam angle SKUs is required.Reduces inventory costs.Shortens / specification,design,sales cycles.Provides maximum flexibility up too the time of installation. � Beam Part Number ProductCBCPField Cooddee10°Lamp Angle 411:;) 17° AC-GC-1717-00 03263 30% 33° 25° AC-GC-2525-00 00325 29% 40° 36° AC-GC-3636-00 00327 14% 55° ' G.D 60° AC-GC-6060-00 00329 5% 103° Lumen Transmissivity:90% Diameter:50.0 mm Thickness:2 mm Magnetic Attach Force:0.45 lb-F LINEAR SNAP Use in wall washes and illuminating asymmetric objects. o Reduces required number of light fixtures and spill 10-25° illumination of target objects. • J c 70-36° Beam Part Number Product CBCP of Field Field rrati/a/ Code 10°Lamp Angle Angle Horiz. Vert. c 10°-25° AC-GE-1025-00 00331 52% 27° 35° 10-60° 10°-36° AC-GE-1036-00 00333 38% 27° 43° 10°-60° AC-GE-1060-00 03259 25% 25° 70° Lumen Transmissivity:90% —S` Diameter:50.0 mm Thickness:2 mm Magnetic Attach Force:0.45 lb-F FLAT TOP SNAP Provides even illumination center to edge.Eliminates video J—L camera saturation, for use in applications such as critical 25°x25° video surveillance. 41/ Beam Part Number Product CBCP of Field Field 36°x 6° Code 10°Lamp Angle Angle Horiz. Vert. 25°x25° AC-FR-2525-00 00335 19% 44° 44° 36°x36° AC-FR-3636-00 00337 14% 46° 46° Lumen Transmissivity:90% - L Diameter:50.0 mm Thickness:2 mm Magnetic Attach Force:0.45 lb-F L• L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XWSO3 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 172 of 208 SORAA SNAP SYSTEM LED ACCESSORIES-SMALL 121 LOUVER SNAP Eliminates high angle glare,making light beams disappear 4110 AI 6,5 in downlight applications. 40° Cutoff Part Number Product CBCP of Angle Code 10°Lamp 40° AC-LU-4040-00 00339 63% Diameter:51.1 mm Thickness:9.0 mm Magnetic Attach Force:0.45 lb-F _ _�1 allk Reduces angular intensity to 0.1%of peak at 40°full angle. - - M11 IMF Fits around lamp face.Can be used in combination with gimbal ring fixtures. AIM SNAP O Designed with two lenses the Aim Snap bends the beam from 0 degree to maximum deflection angle of 20 degrees,while maintaining uniform and consistent color and shape. 41004011100 Part Number Product Lumen Beam Max Code Transmission Angle Deflection AC-AM-0020-00 03255 85% 13° 20° Suggested method of use: - ' 11111( Use the orientation lines to adjust beam deflection angle. -sz- _ ' ‘411441.10.0011111 'SiiviatiolO4' ‘411144Z00004 Narrower angle between Wider angle between Stacked orientation lines will orientation lines results orientation lines results in result in undesirable optical in more deflection lesser deflection artifacts.Rotate one lens slightly to mitigate. Note:May be used with Beam Spreader,Linear,and Flat Top SNAP accessory. CCT SHIFTER SNAP «_ Use in hospitality and restaurant applications to simulate warm dimming.Create custom colors for festive occasions • 1/4 .. or brand identity.Single Lamp SKU can be used for multiple color temperatures . CTO* Part Number Product Lumen Mired :: -' Code Transmissivity Shift 1/4 AC-CC-0001-00 00323 90% 37 • 1T2 .« .« .. 1/2 AC-CC-0002-00 00321 75% 83 3/4 AC-CC-0003-00 00319 60% 120 CCT SHIFT EFFECT *Color Temperature Orange Starting 1/4 CTO 1/2 CTO 3/4 CTO Diameter:50.0 mm Thickness:2 mm Lamp CCT 40 CTO 2,700K 2,450K 2,200K 2,000K Magnetic Attach Force:0.45 lb-F 3/4 3,000K 2,700K 2,400K 2,200K 4,000K 3,500K 3,000K 2,700K L. L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XWSO3 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 173 of 208 SORAA SNAP SYSTEM LED ACCESSORIES-SMALL 121 CLEAR SNAP Use togetherwith gel and dichroicfiltersfortotal colorfreedom. Suggested method of use for: Produce the exact mood and effect for any environment with CL the Clear SNAP accessory, Clear Snap are sold in quantities Gel Filter Dichroic Filter of ten. 0 Part Number Product Lumen Lumen — Code Transmissivity Transmissivity s y a f 3 (1 Snap) (2 Snaps) 111 i'I�i'I-)III All1 �I`q'�'l�l AC-CL-0000-00 02183 93% 87% �r��'. ,I I i�r �`A Y ����r ii if i ii Diameter:50.0 mm Thickness:2 mm CLEAR SNAP GEL DICNROIC CLEAR SNAP Magnetic Attach Force:0.45 lb-F ENHANCE Enhance is a unique color-enhancing filter.Designed to modify 0 the spectrum of Soraa Vivid lamps,it increases the vividness of warm colors(including red,orange and pink colors)as well as - _,rr greens.In applications where a more colorful setting is sought, Enhance lets the richness of colors stand out even more. 3r Part Number Product Lumen Whiteness �_�\�� Code Transmissivity AC-EN-0001-00 03281 75% 130% Diameter:50.0 mm Thickness:2 mm Magnetic Attach Force:0.20 lb-F SORAA VIVID ENHANCE SNAP ---\ /�_ \ Application Notes: .� - Can be used in combination with any SORAA Vivid 10°lamp. -1 Recommended use with CCTs of 3000K and 2700K f.- JI \ ) Illigli PJJ Recommend that the Enhance be combined with either a Louver Snap % accessory(for 10°spot applications)or with a Beam Spreader Snap / accessory(for other beam angles). Rf:90, Rg:100 Rf:75, Rg:112 When stacking the Enhance Snap with other Snap accessories the Enhance Snap should be placed as the first filter on the lamp,followed by other Rw(Whiteness):120(2700K&3000K) Rw(Whiteness):130(2700K&3000K) Snaps. Soraa Inc. 6500 Kaiser Drive,Suite 110,Fremont,CA 94555 Information and specifications subject to change. 855 GO-SORAA/855-467-6722 •www.soraa.com Rev A 042417 L• L'OBSERVATOIRE INTERNATIONAL I LIGHTING DESIGNERS FIXTURE TYPE: XWSO3 120 WALKER STREET 17TH FLOOR I NEW YORK,NY 10013 I T:+1 212 255 4463 Page 174 of 208 exhibit N / / / N / / // / // OR / GRAPHIC SCALE / // // / / / b J v P LIMINA Y '�, / / (IN FEET) N / / 1 inch= 10 ft. N / / \ss \ / / / / / LEGEND C 1 YOU DIG / / / / \ss / / / / EXISTING PROPOSED \ss / / SANITARY CLEAN-OUT > ° O7 ( xS / / // / / ELEC. TRANSFORMER / / TELEPHONE PEDESTAL / / BOUNDARY ss / EASEMENT — — Z STRIP DRAIN AT PROPERTYV LINE TO DRYWELL / / STRUCTURE C//////////////////� 0 / ASPHALT\ / (‘ sOs� \ �/ / CONCRETE ;-T • /.] I� • 8 BOULDER WALL I ������������� I F AREAS TO �°$ r P / SHOULDER FLOWLINE UU �MI,`i` II���,,, I ss STORM I ^ Vlig /�41 p � A / \SS\SS I LEGEND a / •\ "� ' \s� EXISTING CONTOUR -7900- �/ FRONT AREA TO DRAIN TO ROW.ALL111010.1 / "�� i��� t r� _ Illir - _ ass_ EXISTING GRADE x(58.00 Z ROOF DRAINS PICKED UP INTERNALLY �� �. / , ��� EXISTING SLOPE 0.89 0 iFf / PATH TO BE BASALT PAVERS. ��-��+., : ...' I / �,, / "� __ A.,, ,I \ PROPOSED CONTOUR PROPOSED FINISHED GRADE X58.66 O CONNECT TO ROOF DRAIN -/ / - *�' / l / / ` ` ' < /\ \ PROPOSED FINISHED SLOPE x5 :la tD (D 0 O % / �� / / \ ? / SEDIMENT CONTROL FENCE —5CF 5CF— m 0 m V — / / / - SLOT DRAIN / \ LIMITS OF DISTURBANCE z w N CC / / OPd SMALLDRYWELLW/GRASSTRAY / DRAINAGE FLOW DIRECTION ' LID FOR FOUNDATION DRAIN AND / SEDIMENT CONTROL LOG o u o, / SPA VLT DRAIN /SWALE FOR OVERFLOW / BIO RETENTION BASINRil SUMP DISCHARGE TO ALLEY.i ' / / INLET PROTECTION 111 N,uvs /NSPA MECHANICAL / TN / / N/ / VEHICLE TRACKING CONTROL ..O Nij � IO / / CONCRETE WASHOUT AREA CW W •ODO��o, O p Wil AREA INLETS IF EXISTING ROOF / A 000' / NOTES: - toV VDOWNSPOUTS ARE REMOVED / / / i,11111r / 1.) ALL PIPES ARE SCHEDULE 40 PVC. 11 Z/ \ // / / 2.) THE ENTIRE SITE IS LOCATED WITHIN ZONE X ON THE FIRM MAP. WZ W I • / / 3.) EXISTING SURVEY AND TOPOGRAPHY INFORMATION PROVIDED BY HIGH COUNTRY ENGINEERING,INC. QNV / �� DRYWELL OVERFLOW SUMP PUMP / W cTO BE LOCATED BELOW MECHANICAL 4.) AREAS ARE WITHIN TYPE'B'SOILS WITH REASONABLE INFILTRATION RATES PER THE SCS MAP. '. N / ita / SLOT DRAIN ROOM.SURFACE DISCHARGE TO / GEOTECHNICAL ENGINEER TO VERIFY SOIL PERCOLATION RATE. N Q O a I FLOW NORTH TO ALLEY. FLL J O 01 / •� / _ ;------------___________wif 511 // / 5.) PROVIDE SEDIMENT CONTROL FENCE ALONG TOE OF SLOPES IN AREAS OF DISNRBANCE AS SHOWN. r m mZ NZn 6. REFER TO hiE DETAIL SHEET FOR MORE DESIGN SPECIFIC INFORMATION. _Ar ilit �®f,X 4� • rs.. COORDINATE WITH STRUCTURAL / J Wm ' 7.) ALL STORM PIPES ABOVE FROST LINE SHALL BE HEAT TAPED.FOR PIPE ROUTING THROUGH O Z t / 4, , , * Ik' �� FOUNDATION / 8.) PIPES SLOPES AND INVERTS MUST BE SURVEY AS-BUILT WHEN INSTALLEDUO I I / all IIIIIIII / ,,4_ / / 9.) PROVIDE SEDIMENT LOGS ALONG ALL SWALES AND AROUND INLET GRATES. I a 1, \'�� / 10) FOUNDATION DRAINS TO BE INSTALLED PER GEOTECHNICAL RECOMMENDATIONS. SUITABLE DAYLIGHT ( / / �� O / - / / / POINT IS NOT AVAILABLE AND SHALL BE DIRECTED TO AN INTERNAL SUMP PIT AND PUMPED OUT TO ��� / ` / BASEMENT DAYLIGHT LOCATION. I 44611111111 CD H / / ` ►`� ' SUBSTRUCTURE / ADD 7800 TO ALL SPOT ELEVATIONS. \ ® O 1'a�. / / \ ` / ABBREVIATIONS: '�� �'� ° N 7.o- �� �,w/` AREA INLETS IF EXISTING ROOF / TOG: TOP OF SLAB -��� �' � (N>`So09 24,. 4 /A • GUTTERS ARE NOT USED / W IA, BAY: BOTTOM WALL 0 r/ , / / 1 I F.F.E.: FINISHED FLOOR ELEVATION U • ® I ,`�'r J'�I 4",6',8"STORM DRAINS TO DRYWELL / FL: FLOWLINE 5, ° \ _� �' O U I l / // TS: TOP OF M STEF P TEP ��AY 1/ECG \ . /ACCESS PATH TO BE (99.$2, GRADING NOTES lil • °_ ,Iii PERMEABLE PAVERS .p0,, Y t/ 4'0(WQCV=67.5CF)DRYWELL `/ / 1. THE GEOTECHNICAL REPORT SPECIFICATIONS WILL OVERRIDE ANY GRADING,COMPACT NOTES AND BACKFILL (LI REQUIREMENTS CALLED OUT ANYWHERE ELSE ON THE PLANS SETS. ,Q ROOF DRAINS FROM GABLE WITH CONCEALED ACCESS LID. ROOF WILL DRAIN TO LOCATION OF ACCESS LID TO BE •\• / 2. ALL ORGANIC MATTER SHALL BE REMOVED FROM FILL AREAS. Z Q BURIED PIPING TO DRYWELL k MARKED ON FINISHED GRADE p�oy3 / 3. ALL FILL AREAS SHALL BE COMPACTED IN ACCORDANCE W17H THE GEOTECHNICAL ENGINEER'S )-- 4 JPROPOSED `� 1 \_ ,3'W / RECOMMENDATIONS. 0 IA d' a. CURB&GUTTER t/ ( I Seo , / 0❑Lii 0� �� i / 4. CERTIFIED WEED FREE EROSION LOGS OR SILT FENCE SHALL BE PLACED AT THE TOE AND DRAINAGE 0of OUTFACE POINTS OF ALL SLOPES 3.1 OR STEEPER TO PREVENT SILTATION ON STREETS. EROSION LOGSJQ IYOVERFLOW TO CITY STORM ` � - WILL BE PLACED IN COMPLETED SWALES TO CONTROL SWALE EROSION. J EE F O O SEWER WITH CHECK VALVE I� GPS-8 / to z 5. CONTRACTOR SHALL COMPLY WITH ALL LOCAL,COUNTY AND STATE REGULATIONS PERTAINING TO GRADING, h \ 'pjy' , DUST AND EROSION. Z Z `E'S I `\ \ 6. ALL DISTURBED AREAS SHALL RE-SEEDED,MULCHED OR SODDED AS PER THE CITY OF ASPEN U U < 0 FRA , _ \ ml REQUIREMENTS OR PERMITTED LANDSCAPING PLAN DETAILS. LL Z Z („� \1 4 72 NC S p °/PATH TO BE REMOVED m \ DISTURBANCE AREA=6300 SF t Li F a Z R-p,w ! V'" �° -------� 7. CONTRACTOR SHALL MAINTAIN DRAINAGE AWAY FROM THE SITE DIG AND HOME AT ALL TIMES. W Q -I 0_ II �° , 8. CONTRACTOR SHALL ABIDE BY THE RULES OF THE CITY OF ASPEN PARKS DEPARTMENT PERTAINING TO lL Q Ti) / / INSTALL MANHOLE FOR ACTIVITIES AROUND THE EXISTING TREES ON THE SITE,SEE CMP PLANS. ,d.Q H CITY STORM SEWER9. FOUNDATION DRAIN SHALL BE PER GEOTECHNICAL REQUIREMENTS.CONNECTION10.ALL STORM DRAIN PIPES ABOVE FROST UNE SHALL BE HEAT TAPED.it TIE LIGHT WELL AND FOUNDATION DRAINS TO SUMP IN CRAWL SPACE. 0. COA GPS 6 _ °� °�alow PROJECT NO. ° 2191025.00 lifts ofthC.1.002 Page 175 et 208 exhibit N G1,COv,).'T CIVIL ENGINEERING ti HOE c LAND SURVEYING CzNEE55 An Employee-Owned Company Civil Engineering Report To: Aspen HPC From: Roger Neal,PE Date: May 4,2020 Project: 234 W.Francis Parcel No.: 273718232006 Subject: Proposed Drainage Plan HCE Project: 2191017.00 I. Purpose The purpose of this report is to address the access,water supply,wastewater disposal, other utilities, storm water drainage, and public services, for 234 W.Francis Street. The applicant, 234 W. Francis LLC,intends to construct a single-family residence on the lot while maintaining the Historic house and historic portion of the new residence. II. Location The property is located in the City and Townsite of Aspen Block 48: Lots K,L and M. See survey of property attached separately. The Location is shown below. a; I 9' N,nry s, µ. ors Triangle Park© �Oaly�� �are5.°ore n,sT c' °l&s. w,,o;sr 1. est Francis Street 234 W. esN1,' w",°v^a, wr. Francis Red Brick Center rr„sy i For the Arts 4 warn,,, 4 The Aspen Club Clarks Market® e",r s 2 a pIsh Community i y µat M� John Denver Sanctuary labad of Aspen 9 " Mar"St x s G w y ' I 9 Design Workshop Inc Rio Grande Parking 9 "ro+ins.44 y _ W&fain 6.t z h EMain St ©Hotel Jerome,Auberge Resorts Collection St Moritz Lodge wnc,, 4v, Paepcke Park White House Tavern 9 w"ro„r: r y w EMarn St Page I 1 Page 176 of 208 III. Access Vehicular access to the site is currently provided via the alley access to a garage from N. 2nd Street. There is also parking along N. 2nd Street and along W. Francis St., adjacent to the lot. Per City of Aspen mapping this location is required to have curb and gutter per the map below. W. Francis Street does not have a formal curb and will likely require a formal curb to meet with Engineering department requirements. -1' 1114,_: -' - ;•.r : ' Curb & Gutter Locations a +i . and t1t1 + r1.15: • J am: r ' �,t► ; � • 'Curb & Gutter Deferred Zones ►1 Y ©•� � -1- far ' Fisting Curb&Gutter I I Roads �1 — f� I� I ,. - Creeks 1 Pmrals �..., 0 7y u.... .—'I'Jam_ __ I Ricers 8 Ponds ^.�i C1y Boundary �I 91f ^F- ' I Structures I I Proposed Curb and Gutter Free Zones RL.m. 1_ III _ _44 i t 1 1 II i t _ Feel —� • 0 125 250 500 750 1,000 nI I 1 1 r I IYI This map was prepared by the City of Aspen G10N r S GIS Department.July 19.2005 .111�1 11 f The curb 8 utter location information indicated slut` 11.5 ` was collected by the Engineering Department during Q�r�'-'I I` 4 , the summer of 2001 and updated in July 2005- l 2005 City of Aspen GIS Curb and Gutter Required and Deferred Zones The following map indicates the locations that require or do not require sidewalks. This location does not require sidewalks. AIL -� Sidewalk Locations and �F �IL 11 1�b1 �7� r.`�ll , S ip idewalk Deferred Zones I• {^' {N_ 11 7- L 1 I, TM I '' ' i t1P P Ir i•• ----1,ai - --Edge of Paveme.. ' I—�.J I I-I Q �J I;f r ! ■L Gres Sidewalk Strcels wives ' � I, v� C�:. I � Creeks Parcels ....OAST J A i T • a Rivers&Ponds E J City Boundary f11},t'I N tewwrn Ir;m_r :1, J r I I : $ as �Li Cil 7 r— Sidewalk Deterred Zones .,d ,v _ °e also A'' I EN "II •� °�'E'7:�IrIJ�Ji . Feet wraksnn r�1.©__ Mirror] 0 L____ l►J1 I 0 125 250 500 750 1.000 Ii�U •dJ _ aLl.1 I'�J FIB:1 .I •1 irro- ] I! -rlJ L] z I This mapldrewingnmxje is a gephCal y}-. f I^ IIvry represenlaeon of the features 1 i it 'omit ti.ciJI I l 6� Cry I I Li •r` 7 Oepitt re randes n not a tegel representatbn The�+e I I'-J Il rr.J�1�J may change depending on the accuracy or reducl.on. rwry Copyrga 2e1B Gay of Aspen GIS IE l: i jr•LMI I�'cI rill di . 'Lit- II 4'(1-II4I NU!I** I +.f1 P1901PliiP 114t '1 1 1111161111 IS Sidewalk Required and Sidewalk Deferred Zones Page 12 Page 177 of 208 IV.Water Supply This residence is served by City of Aspen Water. A curb box will be located and service size will be replaced, if necessary. The service will likely be replaced with the construction. This service goes to the mainline either in N. 2nd Street or W. Francis Street. The existing service will be abandoned if applicable per water department standards. V.Wastewater Disposal The existing residence is served by Aspen Consolidated Sanitation District and the service line is located within the alley. This service may be replaced if the service age dictates need for replacement. Evaluation and the design will be coordinated with the district requirements. VI. Other Utilities The lot at 234 w. Francis Street is currently served by other utilities including: telephone gas and electricity. The existing buried electric service line crosses into the property from the alley to the north. This electric line is owned, operated and maintained by City of Aspen Electric. The applicant has no plans to alter this public service unless service upgrade is necessary. Phone likely runs with the electric service. A gas line also currently serves the property and will continue to serve the proposed residence. VII. Storm Water Drainage The applicant intends to construct storm water improvements in conjunction with the proposed buildings.Anticipated storm drainage improvements include storm drainage swales, ditches,piping inlets and drywells. According to the Soil Survey of Aspen-Gypsum Area, Colorado published by the U.S. Department. Of Agriculture, Soil Conservation Service,the surface soil type within 234 W. Francis is Uracca,moist Mergel Complex, and is identified as being within hydrologic soil groups A and B. .t.► P AA;• • Al .4 ' �. rt:/' • .T r 111i. S \ r ‘- so infa )nitelP Soil Survey Map Page 3 Page 178 of 208 Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties 107—Uracca, moist-Mergel complex, 1 to 6 percent slopes, extremely s Flap Unit Setting National map unit symbol: jq4g Elevation: 6,800 to 8,400 feet Mean annual precipitation: 16 to 19 inches Mean annual air temperature: 40 to 43 degrees F Frost-free period: 75 to 95 days Farmland classification: Not prime farmland Flap Unit Composition Uracca, moist, and similar soils: 50 percent Mergel and similar soils: 40 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. These soil conditions generally represent very good infiltration and are very favorable for the use of drywells. Overflow paths are expected to mostly be towards W. Francis due to the the location of the exisitng storm facilities. It is anticipated that a tie-in the the existing 15" HDPE will be made for overflow from the proposed drywell. See existing drainage facilities below. J , /J &----.7 .4v 4(73,• m if . - ..-.---_-_--..-,-----_ _-.---—}_� fj 5 QE , et _ — (Jil 00 Q _ o -i c.._ ft_.6. t . 41"411. I:4?/ ( c), �% q q • 6o��` :if 4111 ��i rAfs kir :? /0.4 • '9/ 0 °4441p I T . 'WA. 1:ilit• , (51 40 ° ..lipitii. ' -,/ C fi 874C1 i :)' Icrj /9/4 .\jd /- ,t.lit7 :it CS:2 Q).... t c Existing Drainage Facilities Map Page 14 Page 179 of 208 We have reviewed the FEMA mapping for the site and determined the site is not within the 100 year floodplain of the Roaring Fork River as shown above on the attached firmette. The increase in storm water runoff is to be mitigated via a proposed drywell located in the south side of the property that would overflow to the city storm sewer if inundated through an overflow pipe. Otherwise the drywell will percolate after being treated into the type A or B soils below. Runoff from the proposed single family residence will be directed to the drywell to limit runoff rates to the pre- developed condition of the site. I 6 '--:.3 11 ) . • • t , liP*11. 4;14r7 : °lir- -;.11 f0A. 4,4 i . ilft‘ •III — t'111111I''I . . c • iiir ow _ •.' IP iiii I , ... t • • •ilk ..• ' i 4100.44# ri . t • 4 • • ♦ NFaEk4F r.iINll 1r;L rLL.1,__L I IaP.1--• 08014E . 4411,* , .-'• . „Ni . 41. ' eff•8/15/2019 + 4,...•• :IPS �� k iti, � '1 .�, I� r . r • lir ' fit. f 1140 • rr t, r T' . . ) dt ow . • ,e - , v _ . , • '4 11 a . • 15 4 _ 1114 , Ow6tm BY• i.. r _ �� - —� SDA Far - . ,_ S Apprwimate lol'atron based on user input Without Base Flood Elevation IBFE) ads 1p andewmnotr phonnbnas authoserrn: •" Cross Sections with 1%Annual Chance With BF or Depth Water Surface Elevation property baton SPECIAL FLOOD PIN HAZARD AREAS Regulatory Fioodway v..♦E.an air e.An 'o--- Coastal Transect ___Base Flood Elevation Line t OF El Selected Floodtlap Boundary limit of Stuoy 0.2%Annual Chance Flood Hazard.Areas 1Br6dK[IOn BOOndar, Data Available Digital of 1%annual chance flood with acreage to Digital Data Available depth less than one foot or with drainage --—Coastal Transect Baseline areas of less than one square mile_- OTHER- —profile Baseline MAP PANELS unmapped `` Future Conditions 1%Annual FEATURES Hydrographic Feature \• Chance Flood Hazard z,,, Ho sclutAl Area of minimal Flocd Hazard zs,. Area with Reduced Flood Risk due to GENERAL ---- Channel.Culvert.or StormSewer Effect/LOMRs OTHER AREAS OF Levee_See Noun.c.,,,: STRUCTURES I i I 1 I I t Levee.Doke.or Floodwau Area of Undetermined Flood Hazard:>„o FLOOD HAZARD Area with Flood Risk due to Levee::,,,D F.,,,'A Otherwise Protected Area OTHER AREAS N`\\N Coastal Bamer Resource System Area FEMA Map 234 W. Francis Street VIII. Conclusion It is our professional opinion that the proposed property can be adequately designed from the aspects of access,water supply,wastewater disposal,utilities, storm drainage and public services and maintain the historic character of the residences. Please let me know if you have questions. Page 15 Page 180 of 208 IX.References: Survey Tuttle Surveying,dated 4-26-19 Soil Survey of Aspen-Gypsum Area,U.S. Dept. of Agriculture, Soil Conservation Service, 1992 Precipitation-Frequency Atlas Western United States,National Oceanic&Atmospheric Admin, 1973 Urban Hydrology for Small Watersheds, TR 55, Natural Resource Conservation Service, 1986 City of Aspen, Colorado: Design and Construction Standards, June 2005. City of Aspen, Colorado: Urban Runoff Management Plan. April 2010, Sept 2014 Update. WRC Engineering, Inc. "Storm Drainage Master Plan for the City of Aspen, Colorado". November 2001. UDFCD. www.udfcd.org. Sincerely, Roger Neal,P.E. High Country Engineering,Inc. Page 16 Page 181 of 208 z , # DATE DESCRIPTION CHK I 201943-20 HPC CONCEPTUAL JS 2 201S-10-22 HPC CONCEPTUAL RI JS JS 4 2U0-01-20 HPC CONCEPTUAL�-0325 PRICING SET JS PC FINAL JS 6 2020-0322 H LOC.ARCHITECT 1 FRIDAY DESIGN PO BOX 7928 ASPEN,CO 81612 970.309.0695 BLUEGREEN BLD 300 S.SPRING ST.SUITE 202 ASPEN,CO 81611 940.945.8676 HISTORIC PRESERVATION BENDON ADAMS 300 S.SPRING ST.SUITE 202 ASPEN,CO 81611 970.925.2855 HIGH COUNTRY ENGINEERING 1517 BLAKE AVENUE,SUITE 101 GLEN WOOD SPRINGS,CO 81601 970.925.2855 SinLICIURPL/MEP ENGINEER RESOURCE ENGINEERING GROUP 502 WHITEROCK AVE,SUITE 102 0 0 CRESTED BUTTE,C081224 970.925.2855 LIGHTNG DESIGNER L'OBSERVATOIRE INTERNATIONAL 120 WALKER STREET,7E NEW YORK,NEW YORK 10013 212.255.4463 AV COMSOLTPI, ONEBUTTON 67 WEST ST#527 BROOKLYN NEW YORK,11222 917398.0025 234 W. FRANCIS STREET ASPEN, CO 81611 9/V/A HPC FINAL SUBN ISSION R2 —(1) 06.19.2020 fl51GNPiup` NOT FOR CONSTRUCTION SELLDORF ARCHITECTS 860 BROADWAY NEW YORK NY 10003 PHONE 212.219.9571 FAX 212.941.6362 234 W.FRANCIS STREET ASPEN,CO 81611 RESIDENCE DWG.LIST,GEN.NOTES ABBREVS.&SYMBOLS A 1912FR S 4 °CCa" T-000 Ssu.E,v.1 1 5 s 1 J 2 I 1 0f 27 Page 182 Al 208 I s I s I a I 3 I z I , ALL RIGHTS RESERVED-DIE ABOVE DRAWINGS DESIGNS AND IDEAS ARCHITECTURAL DRAWING LIST MATERIAL INDICATORS: PRIOR VIP..AU<NOR"AT'°NO.GaELOPRFARCN,E=R uT="` T-000 COVER SHEET DATE z o DESCRIPTION cHK G-001 GENERAL NOTES ' CONCEPTUAL Js A-OSO PROPOSED SI I E PLAN EARTH -� WOOD CONTINUOUS c z zma+o-22 HPC CONCEPTUAL RI JS A100 FLOOR PLAN BASEMENT + CONCEPTUAL A 20 az A.101 FLOOR PLAN-FIRST - ROCK FILL WOOD BLOCKING - zp HPc a-0325 COST ESTIMATE SET SS A-1 U2 1'I OOR PIAN-SI''COND A.103 FLOOR PLAN.ROOF I SAND,MORTAR,PLASTER PLYWOOD 5 020-05os HPCPNAL Js 6 2020-0522 HPc FINAL w Js A-200 ELEVATION-SOUTH A.201 ELEVATION.WEST CONCRETE 6 spzppa-+e HPc FINAL az Js GLASS E A-202 ELEVATION-NORTH 6 A 203 ELEVATION EAST _ STONE gosingss ACOUSTIC PANEL/TILE A-204 ELEVATION•FRANCIS STREET 1 `°"'ARSN"E`T A-205 III VAIION-FRANCIS SI RI'I'I 7 L BRICK/MASONRY GYPSUM BOARD SIGN PO BOX 7928 A-206 ELEVATION-SECOND STREET I ASPEN,CO A-207 ELEVATION SECOND STREET 2 V METAL mumINSULATION- BATT/BLANKET 970.309.0 951612 A-300 SECTION-BUILDING NORTI I-SOUTI I A-301 SECTION-BUILDING EAST-WEST woSUPe.Rcmren ,,,, A 310 SECTION WALL:NEW BUILDING WOOD-FINISH I INSULATION- RIGID BLUEGREEN BLD A-320 DETAILS EXTERIOR-DORMER RECONSTRUCTION 300 S.SPRING ST.SUITE 202 A-321 DI IAIIS I'XII RIOR-CI IIMNI Y NI'CONSIRUCIION ASPEN,CO 81611 A 322 DETAILS EXTERIOR.LIGHTWELL 940s45.8676 A-323 DETAILS EXTERIOR-HISTORIC WINDOW/DOOR SURVEY STR„CPRESERVAT,°" - A.324 DETAILS EXTERIOR.I IISTORIC WINDOW DETAIL SYMBOLS: - DAMS A.331 DETAILS EXTERIOR-NEW WINDOW DETAIL 3300 0 S.SDON RINGS tIDp qAFFFF ASPEN,PRINGSI SUITE 202 A.700 MATERIALS . BUILDING ELEVATION it ATsi^FLOOR ELEVATION MARKER ASPEN,CO 81611 A-901 STREET PERSPECTIVES A.902 SI RI-I.I PI -CIIVFS ¢-- -- CENTER LINE LANDSCAPE DRAWING LIST HIGH COUNTRY ENGINEERING L-001 NOTES BUILDING SECTION -- MATCH LINE 1517 BLAKE AVENUE,SUITE 101 00 L-002 NOTES j A I 970.95�5D 5PRING5,C08191 5 L100 TREE MITIGATION PLAN 1 1 ALIGN L-200 CONCEPT PLAN STR"""RA"MEP ENGINEER 1.300 D1IAl15-NhW h1NC1 X WALL SECTION ( 8.-0") FINISH CEILING HEIGHT RESOURCE ENGINEERING GROUP L 400 PLANTING SCHEDULE p L 401 PLANTING PLAN �GW13-1 II FINISH TYPE 502 STEDWHITEROCKTE,CO,SUITE 102 p CRESTED BUTTE,C081224 L-8D0 PLANTING TOTALS a7os2s.zass L.801 DETAILS ... INTERIOR ELEVATION 0 WINDOW NUMBER .wN„N°°ES..R L.802 DETAILS 4 7'''/ L'OBSERVATOIRE INTERNATIONAL L-803 DETAILS . B S DOOR NUMBER 120 WALKER STREET,7E NEW YORK,NEW YORK 10013 CIVIL ENGINEER DRAWING LIST 212.255.4463 C.1.002 GRADING,DRAINAGE AND EROSION CONTROL PLAN © FLOOR DETAIL 10101 I CABINET NUMBER AV COPISIALTAM SURVEY 91 PARTITION TYPE ONEBUTTON SIMPROVEMENT SURVEY MAP BlROOKL KLV N NEW © DETAIL O RCP SYMBOL 9 .398.0025 EW YORK,11222 LIGHTING DRAWING LIST EXTERIOR SCHEMATIC LIGHTING PROPOSAL 117 PAGES] al 100 BROOM ROOM TAG LIGHTING SPECIFICATIONS(48 PAGES) REVISION 7272== NEW CONSTRUCTION 4 - LINE OF CONSTRUCTION ABOVE NORTH ARROW �•=- •.- 1 HR RATED PARTITION 2 HR RATED PARTITION TWALL MOUNTED EXIT SIGN •••�•••�••• 3 HR RATED PARTITION ® CEILING MOUNTED WALL DIGN aa.Pa - — ABBREVIATIONS: A p7 ADJ ADJACENT OR ADJUSTABLE OC ON CENTER IY�i// AFF ABOVE FINISHED FLOOR OPP HAND OPPOSITE HAND % r/���� ALUM ALUMINUM PH PARTIAL HEIGHT AS REO'D AS REQUIRED PL GL PLATE GLASS BAT BATTEN PL LAM PLASTIC LAMINATE - - CAB CABINET PLY PLYWOOD - R CLG CEILING PNL PANEL COL COLUMN RAD RADIUS CONST CONSTRUCTION RO ROUGH OPENING SEAL SSIGNATURE DIAM DIAMETER RVL REVEAL ELEC ELECTRIC OR ELECTRICAL SC SOLID CORE EQ EQUAL GEL SADDLE EXG EXISTING SIM SIMILAR FH FULL HEIGHT SS STAINLESS STEEL FF FINISH FLOOR STL STEEL NOT FOR FM FIELD MEASURE T&B TOP Sc BOTTOM CONSTRUCTION FO FACE OF OR FINISH OPENING TOH TOP OF HEAD GWB GYPSUM WALL BOARD TOS TOP OF SILL 6 6 HC HOLLOW CORE TYP TYPICAL FIEF HIGH DENSITY FIBERBOARD UC UNDERCUT HDWD HARDWOOD ONO UNLESS NOTED OTHERWISE HM HOLLOW METAL US UNDERSIDE LAM LAMINATED USH UNDERSIDE OF HEAD MDF MEDIUM DENSITY FIBERBOARD VIF VERIFY IN FIELD MTL METAL W/ WITH NIC NOT IN CONTRACT WIG WITHOUT NTS NOT TO SCALE WP WATERPROOF SELLDORF ARCHITECTS PROJECT CONTACTS PROJECT INFORMATION 860 BROADWAY NEW YORK NY 10003 ARCHITECT HISTORIC PRESERVATION 234 WEST FRANCIS STREET PHONE 2t2319.9571 FN(212.941.6362 ASPEN,CO 81611 SELLDORF ARCHITECTS BENDON ADAMS BLOCK: 48 860 BROADWAY 300 S.SPRING ST.SUITE 202 LOT:K,L,M NEW YORK NY 10003 ASPEN,CO 81611 ZONE DISTRICT:R-6 TEL: 212.219.9571 TEL: 970.925.2855 LOT SIZE:9000 SF FAX:212.941.6362 FAX:N/A LOT AREA:9000 SF CONTACT: JOHN SPENCER CONTACT: SARA ADAMS 234 W.FRANCIS LOCAL ARCHITECT CIVIL ENGINEER LIGHTING DESIGNER STREET 1FRIDAY DESIGN HIGH COUNTRY ENGINEERING L'OBSERVATOIRE INTERNATIONAL ASPEN,CO 81641 PO BOX 7928 1517 BLAKE AVENUE,SUITE 101 120 WALKER STREET;7TH FL ASPEN,CO 81612 GLENWOOD SPRINGS,CO 81601 NEW YORK,NEW YORK 10013 RESIDENCE TEL: 970.309.0695 TEL: 970.945.8676 TEL: 21 -255-4463 FAX:N/A FAX:N/A FAX:N A CONTACT: DEREK SKALKO CONTACT: ROGER NEAL CONTA : CARUNA GERACI A LANDSCAPE ARCHITECT STRUCTURAL/MEP ENGINEER AV CONSULTANT DWG.LIST,GEN.NOTES B BLUEGREEN BLD RESOURCE ENGINEERING GROUP ONEBUTTON ABBREVS.&SYMBOLS w 300 S.SPRING ST.SUITE 202 502 WHITEROCK AVE,SUITE 102 67 WEST ST 1527 o ASPEN CO 81611 CRESTED BUTTE CO 81224 TEL: 970.925.255 BROOKLYN N9 11222 TEL: 940.945.8676 � TEL: 917.398.0025 L.L FAX:970.429.9499 FAX:N/A FAX:N/A CONTACT: SHERI SANZONE CONTACT: DODSON HARPER CONTACT: MATT EMMI PR°,E=."°. 1912FR g Own G-001 3 SCALE(2,... 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SKYLIGHTS ` \ / / n/� \ \ ,},I 'rP�f� BENDON ADAMS 300 S.SPRING ST.SUITE 202 .N 0 O r J / �\ `` /// ASPEN,CO 9ry0.925 2855 81611 L ENGINEER O '> 12:12 r 1r rr Jr rr Jr r ram-- --_ -i - SURVEYED DRIPLINE HIGH COUNTRY ENGINEERING J _—_ T' .25:12 EXCAVATION S. S,CO 60`� --—�/ �, - RING 1 1 1517 BLAKE AVENUE,SUITE 101 REQUIRED GLENWOOD SPRINGS. 1 I OFFSET n I mm PEx°w. 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J-■■-■■- - 11 n n 11 n n 11 n 11 n n 1 11 1 1 11 1 I I {I I �.1{ 11 n r 11 n r 11 111I 11 111I 11 0 11 IN ASSUMED LOCATION BASED _ r : ■� ■ ■ Hill 11 1 1 11 1 1 11 111 1 111 1 11 I I 11 11 11 11 1 11 1 11 1 111 1 11 11 IIII 1 ON HISTORIC PHOTOS;USE FOR mZE6 _ •■ ■�■��■■�■■�-■ I)--It-1} 4 �IIII 1 ` e KITCHEN EXHAUST �O� ■■--■-'a■�■■-■■- {" Tt 1' 1 a I mft �-■�a�■ E■ n■ ! � I}11 I I 111 I I 111 11 111 Il ri `I-9 T I I I +.I I I I I I I I I I I I III III III I I r %�� I�• 1-02. 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I I4 VV III II VV MATCH ADJACENT HISTORIC WINDOW AT EAST FACADE I I ° CRESTED BUTTE,CO 81224 piummoNINNINNEENsi 970.925.2855' - — L'OBSERVATOIRE INTERNATIONAL I , 120 WALKER STREET,7E 10 (i I NEW YORK,NEW YORK 10013 212.255.4483 Irk ° ONEBUTTON a UPPER 1ST FL FlNISH FLOOR 67 WEST ST#527 1 - - — -1-3 BROOKLVN NEW VORK,17222 917.398.0025 1 MINING CABIN FlNISH FLOOR --- -- I `----- __ -- -- -- -- -- -- -- -- - F-- -- -- - -- -- --- / _1_6• LOWER 1ST FL FlNISH FLOOR _ JI AIR INTAKE 6 2❑ ❑ of 0 NORTH0 ELEVATION-MINING CABIN,MAIN HOUSE C6 1/4"=1'-0" \� sl ` ! \1 J; 'L, S - A (/`/ \� _I I T6'-M" 4 N �(\/ -, �(T,, -:--1 V r``O ' T.O.MAIN HOUSE ROOF e. � f f r � - a 4 T''i_� ❑- _S"� MAXIM-UM BLDG HEIGHT `� C� _ �� r 22-6. NOT FOR J x - T.O.GARAGE ROOF C CONSTRUCTION /-- / PLUMBING VENT e V, _ ] g -- l - �' _ - T 0 CARRIAGE HOUSE ROOF _rL - 1 r _, • • _ _ _T_ _ _ _ B CHIMNEY FLUE __ __ ___ 17,-9• 4_ _ �I1 y\ ----- � -- -- -- -- -- --- B.O.-HISTORIC ROOF 1 .-� �V- I1 "'- �i� L �� s / T.O.-LMNG ROOM ROOF 4 SELLDORF ARCHITECTS T ,_o /I N o o N D o > > ] D D i�v-, ' z:a: mac','_,"�__ __ _ �_ EMI _ -�� %'- PHONE 2122199571 FN7 212 911 6352 III /J 860 BR Y Y RK Y 10003 1 c I I 1 1 1 T.O.-ENTRY HALL ROOF 4 fII1101-I,,I,d'1- ❑ fI I� _ ` 1� .1 234 W.FRANCIS -- �!�_ STREET - ��■ ASPEN,CO 81611 ^ RESIDENCE A s� I.I . �� �= UPPER"1ST FL FINISH FLOOR 11� =®MOM MINING CABIN FINISH FLOOR 010 NORTH ELEVATION TI\ p • LAMBS TONGUE DRAIN GAS METER,ELECTRICAL EQUIPMENT MECH.\UTILTIES SCREEN PAINTED GARAGE DOOR,COLOR TO MATCH 0 .I LOWER 1ST FL FINISH FLOOR NORTH ELEVATION-ADDRION,GARAGE ❑ 8 ADJACENT WOOD CLADDING of 1912J 11 A6 1/4"..1'-0" CC" A-202 31 , 1 a I , I , I 3 I z I , 0 of 2] va=;'-li^ Page 191 o!208 1 I e I s I 3 I s I 2 I 1.16 i \ 'J a zoaoATea""ura DESCRIPTION, ..,K"�rec.z,","ocKKp ;�C1 `✓ ccoNCEP A 3s I ,' °LUMBING VENT a zozpna-zs c ,E SET 26'-6° ri T.O.MAIN HOUSE ROOF s zozo-os-oe RPCPwuNA s JS I r zozaas-1e RPCPINU Rz JS xs JS e `` �� L I SECONSTRUGT DORMER INy ` / e -7 __ A ASSUMED LOCAT10N-BASED ON __ __ __ __ __ __ _—__ __ __ __ __ __ ��■i�■A����■��■��■��■ HISTORIC PHOTO -- -- -- -- -- -- 1■AAA■AwU■.■AA■■A•AA■AAiAA•AA■■AiAA■AAiAAi•�- I ` I ,. -- ------ -- ----- -- -- ----- -- -- -- -- OX 7928 81612 / 0 ru m vn w wa L v� _ I •,�__ __ __ __ __ __ __ __ __ _ __ __ __ _ __ _ _ __ __�__ _____ _ 22•-6" 9N 03^09.069SIGN ■ii MiiMrr�rrMii MiiMiiMiiMii MiiMiiMiiMii MiiM1 MAXIM-UM BLDG HEIGHT PFRIDAY DE I■_ ■■■■■EMEMEMEMEMEMEMIN■■■•■�.r■.r■■■■•■■ PLUMBIN VENT ASPEN.CO 5 - -- -- -- -- I■A■■■■■�r■■r■■■■■■rl■■■■■■■■■■■rl■■■■■■■■■■■■ T.O.GARAGE ROOF ,ER MIIMIIMIIMINIIMIIMIIMINIIMIIMIIMINIIMilni 1�■IMII�rIIMMININIMII�rIIMMININIMII�rIIMMININIMII LI - �� I BLUEGREEN BLD I••E•� ,••i••i••i••i••i••i••i••i••i••i••i.1 I �������� I 300 S.SPRING ST.SUITE 202 ��If�■■I?Tovr lu�r■�■■�■■l■■�■■�■■�■■l■■n■ ,—II--- ft/\4s\N\ ASPEN,C081811 ATION __—__ __ CHIMNEY FLUE_ _ •ui.i ■ ■u,.�.�.•.�.�.�.•.�.�.i.+ - ` _ _ ___ __ 17-9° NDONADA❑ IrIAia�..rAr■Ar�ArrArrAr■Ar•ArrArrAr■••■•■■I -- - --- _,A�iG.- m_ __ EXHAUST gIQ__ __ __ __ __ __ __ _945.8676 1 MIN. i■iiGCiioiGMESIBE CIESEE EEMINOWEiYG'UoiNaiHOL■� ■ - -- - '- - r T.O.CARRIAGE HOUSE ROOF a ms 1IrIIIII1IrIIIII1IrIIIII1IrIIIII1IrIIIII1 300S.SPRINGST.SUITE 202 '1/I'1! 1!I'1!I'1/I'1! 1!I'1!I'1/I'1! 1!I'1!I'1/I'1! 1!I'1!I'1/I'1! 1!I'1! •I1/j'1 ® / ASPEN.CO 81671__ __ __ __ __ __ 4 __ _ m 15-6" 970.925.2855 I i B.O.-HISTORIC ROOF EXPOSE CURRENTLY COVERED WINDOW ' I ' m "L11p1ryEEP GH ENGINEERING 1❑ _ ® !u•` 11 T.O.LIVING ROOM ROOF GILENWOOD RYRINGS C08101 4 1517 BLAKE AVENUE,SUITE 101 � �j —E — / 9]0.925.2855SP__ _ __ _ -- ;�, = ,�111 ' -- — 11 11 _ • _ _ _ _— -- 10'_ e ` MEPE "Ea• Mr IiII=== T.O.ENTRY HALL ROOF RESOURCE ENGINEERING GROUP 502 WHITEROCK AVE,SUITE 102 p CRESTED BUTTE,CO 81224 p D�' �_ ■_ ® R Mil 970.925.2855 MI ® BRSE$OLEIC: —II BATHROOM EXHA L'OBSERVATOIRE INTERNATIONAL POWDER COATED STEEL 1zo WALKER STREET,7E B>_ 11 Ip DRYER VENT NEW YORK,NEW YORK 10013 = • STRUCTURE W/ALUMINUM FINS. `�i�ll z12.zss.aasa �� — COLOR TO MATCH LEAD COATED :i. EXHAUST J<\ • COPPER iminimuminiiii__ UTILITIES/MECH.SON P44OX90Li""* Y"7 Bl• Bl• Bl• �>_ in E J C -IN / UPPER 1ST FL FlNISH FLOOR WEST ST#527 _ 6NEBUTTON I �r—rr� II ___ _1_3• BROOKLYN NEW YORK,11222 —-—- © I ki 917.398.0025 /� MINING CABIN FlNISH FLOOR __ -- -- -_ _ __—__ __ - --4__ __ 7__ _ __ __ __ __ _ -__ _ J LOWER 1ST FL FINISH FLOOR OP © LAMBS TONGUE DRAIN EAST ELEVATION-MAIN HOUSE C6 E 1/4"=1'-0" / \ c \ c ir T.O. 26'-6°MAI 4 N / N HOUSE ROOF SEAL 88pN"VpE i �ILL10 l pl 1� 1 1 o I� t o - - 25' MAXIMUM BLDG HEIGHT \- REMOVE NON-HISTORIC CHIMNEY __ __ __ __ __ I _�_/ __ CHIMNEY FLUE__—__—__ __ __—__ __ _ __—__ __ __ _—__ __ _ __—__ __ __ __ 22.-6"RAGEROOF NOT FOR ® CONSTRUCTION e 6� r�___ ■ \PLUMBNGI VENT / g ■ CHIMNEY FLUE —__ __ __ __ __ __ _ 0 a 0III ® ®_ __ __ _ __ __ __ _ __ __ __ - __ __ __ __ __ __ OP JI - u o ` o a ® T.O.CARRIAGE HOUSE ROOF 1T-9° ff 1S-6° N � __ / - - __ __ B.O.HISTORIC ROOF I —I ro-WNS Roots ROOF SELLDO AY ARCHITECTS _I_ __ _ __ _�� __ __ 860 BROADWAY NEW YORK NY 10003 �� \ -- -- PHONE 212.219.9571 FAX212.941.6362 -- -- -- -- -� / \� -- -- -- -- -- -- -- -- - -- -- -- T.O.ENTRY HALL ROOF 10-0 U� nc I 4� 1 / 15— W.FRANCIS STREET _ ASPEN,Co 81611 _ RESIDENCE _ 11 11 UPPER 1ST FL FINISH FLOOR 4 0 _ �i �i _ MINING CABIN FINISH FLOOR a -- -- -- -- -- -- -- -- -- -- -- - -- -- -- — - -- - -- -- EAST ELEVATION r LOWER 1ST FL FINISH FLOOR 0 A6 EAST ELEVATION MINING CABIN,ADDIRON El 3❑ JI 1g12"o_ 1/4"=1-0" 0 CCU A-203 = LI I c I s I a a I 2 I 1 11 o127 Page 192 el208 ' 1 s I s I I I 3 I 3 I , lalla:oie F ta Ras a a, # DATE DESCRIPTION CNN 2 20200 2 HPC FINAL RI JS DESI i O816N PO BOX 7928 ASPEN, 8P3N,C051612 970.309.0695 A-321 C was0 G,PE na6°xOEn BLUEGREEN BLD ���,� 300 S.SPRING ST.SUITE 202 ASPEN,CO 81611 26-6' 940.945.8676 _HISTORIC PRESERVATION RECONSTRUCT DORMER IN ASSUMED LOCATION T.O.MAIN HOUSE ROOF BES BASED ON HISTORIC PHOTO I M' T 300 S.SPRING ADA S , - I 300 S. ST.SUITE 202 �I I� I ASPEN, 611 .-� I 970.925.2855 5.2855 I HIGH COUNTRY ENGINEERING ,1'.AI i1��'�II II'���'�,�ir ® 25-0" GOLENW00D PREONGS,C081601 L■ 970.925.2855 YClURPL/MEP - _ - ���� o ,'6�,��,ii,��,�iiii • \ MAxIMUM BLDG HEIGHT 502 WH EROCKENGINEERING UITE 10 UP .\ CRSTED BUUTTE,CO 81224f02 4 A i I i pi . :4, 1, 970.925.2855 ri.�..__ ® T0-GARAGE ROOF Y z o ss aL'OBSELKER STREET 7EVATOIRE ATIONAL itliiiiiii iliiiiinid61110,1, 7 RK,NEW VORK 10013 463 AV CONSULTANT 1 ONEBUTTON 4 'uIai4.ih CHIMNEY FLUET® BROOKLYNYORK,11222 i917.398.0025 I. AI. Aplrg �'i'�'i•�'ioipriria tip. ,_i_*Ai A A �� . . . . . . . . . . . . �� �� �� Ilk/ �, O TO.-CARRIAGE HOUSE ROOF i 1 Orli -------------_- ��l r _ A►� ! -- B.O.HISTORIC ROOF -6" c 14 �\ 0 �\ r� \ c aE.P,, 5 / 0 -_ -_ 3 \ T.O-WING ROOM ROOF p/VA I / 1 I R _ 10-0° -�` T.O.ENTRY HALL ROOF - SEA, SIGNATURE EFRMNIIIIIIIII REFER TO LIGHTING DESIGNER INFORMATION lig mi� m NOT FOR CONSTRUCTION �� BRISE SOLEIL: POWDER B STTUCTUR IV OANED STEELI REMOVE NON-HISTORIC DOOR AND � ALUMINUM FINS.COLOR IS CURE WITH HISTORIC DAT COND : = TO MATCH LEAD COATED IS CURRENTLY INSTALLED AT SECOND COPPERSTREET ENTRANCE ■ - M -_ 11 ❑ MIWA W' UPPER 1ST FL FINISH FLOOR SELLDORF ARCHITECTS _ f= 860 BROADWAY NEW YORK NY 10003 - PHONE212319.9571 FAX212.941.6362 ■ . ' I l 1 i MINING CABIN FINISH FLOOR ------------------ I I w 234 W.FRANCIS STREET - - __ LOWER 1ST FL RNISH FLOOR 40 ASPEN,CO 01611 0 SKYLIGHT CURB RETAINING WALL RESIDENCE © 6 3 FRANCIS ST ELEVATION 1/2 1. PROJECT. W 1912 W. °CCE" A-204 1 I = I I s , 12 Page 193 of 208 r I a I a I a I a I : I , '..--V ALL PIWIS RESERVED IliE ABOVE DRAWINGS DESIGNS AND IDEAS EMBODIED THEREIN PPE illEPPOPERre OF SELLOOPFARCXITELTSMID snel N°DATEex.um oDESCRIPTIONwoar,acrvnecrs. CHI( 3 2020o01e HPC FINAL. 35 W LFRIDAV DESIGN PO BOX 7928 ASPEN,CO 81612 / 970.309.0895 ux°eweu ai., 300 S.S SPRING BLD / ASPEN,CO1 ST.SUITE 202 ASPEN,CO 81811 x 940.945.8676 `�`�� 26'-6' T.O.MAN HOUSE ROOF _asrox,CPxeOeAV..,a, 300 S.SPRING ST.SUITE 202 ASPEN,CO 81611 970.925.2855 CML ENGINEER > ��i /^lU\ HIGH COUNTRY ENGINEERING _ 9700.925.28 vex°NRIvNGS,CO 81601 ��_ __ __ __ __ __ __ MAXIMUM BLDG HEIGHT GLENWOOD SPRINGS. 25' 0" o o RESOURCE ENGINEERING GROUP 970 W 5.2855 K AVE,SUITE 102 J CRESTED BUTTE,CO 81224 \> 970.925.2855 /_ __ __ __ __ 22'-6' L'OBSERVATOIRE INTERNATIONAL 720 WALKER STREET,7E _ __ __ __ __ __ — __ __ __ __ __ _ __ __ _ __ __ __ __ _ __ __ _ __ __ __ __ __ __ _ T.O.GARAGE ROOF 4 NEW YORK,NEW YORK 10013 / ✓�/ 212.255.4483 / / ONEBUTTON J 67 WEST ST#527 / / CHIMNEY FLUE BROOKLYN NEW YORK,11222 917.398.0025 O c- 4_? REMOVE NON-HISTORIC CHIMNEY who 1 of IJ __ T.::::::::::E ROOF II II � IIIll � II II II B S 3 T.O.LIVING ROOM ROOF 4 VA I II II II IIII II II II II IIII II II II II IIII II II II II IIII II II II II IIII II II II II IIII II II II II IIII II II II II IIII II II II II IIII II II II II IIII II II II II 1 1 JL L l� JL J1 11 L JL 111 1 l� JL 1 JL 1 1 JL 1 11 II_JL 1 JL L l� JL JL 11 L JL 111 1 l� JL 1 JL 1 1 JL JL 10'-0" IJILII�II IIuJ ICI T.O.ENTRY HALL ROOF II II II II �� a NOT FOR CONSTRUCTION \ BRISE SOLEIL: I POWDER COATED STEEL STRUCTURE B W/ALUMINUM FINS.COLOR TO a MATCH LEAD COATED COPPER I 11 UPPER 1ST FL FINISH FLOOR SELLDORF ARCHITECTS 860 BROADWAY NEW YORK NY 10003 PHONE 212.219.9571 FA8212.941.6362 MINING CABIN FINISH FLOOR 4 �A �A 1 I I I 234 W.FRANCIS 11 ----------- -------- ------------------------------------------- — 1 r-e STREET LOWER 1ST FL FINISH FLOOR 40 ASPEN,CO 81611 RETAINING WALL ` I n n RESIDENCE `\ CI A RECONSTRUCT HISTORIC A WINDOW DIMENSIONS BASED ON HISTORIC I FRANCIS ST ELEVATION PHOTOS AND PROBES of 2/2 PJ' PROJECT,. 1912 cc A-205 LI r a I a I a 3 I : I , Ea—,^ 3 of 27 Page 194 of 208 r I 3 I s I I I 3 I z I , .SELLDORF APC1117EC73 # DATE DESCRIPTION CHK ,,• 2 102005-12 HPC FINAL RI JS 3 2020as19 HPL FINAL R2 JS fligt I 1 I FRIDAY DESIGN PO BOX 7928 ASPEN,CO 81612 970.309.0695 BLUEGREEN BLD 300 S.SPRING ST.SUITE 202 ASPEN,CO 81611 26'-6" 940.945.8676 T.O.MAIN HOUSE ROOF HISTORIC PRESERVATION BENDON ADAMS 300 S.SPRING ST.SUITE 202 ASPEN,CO 81611 970.925.2855 °NIL ExamEEa CO HIGH COUNTRY ENGINEERING1E G BLOOD AVENUE,,, E1 SUITE 101 0 GLEN WOOD SPRINGS, 1 970.925.2855 r<\ MAXIM-UM BLDG HEIGHT SinLICIURPL/MEP ENGINEER RESOURCE ENGINEERING GROUP _ 502 WHITEROCK AVE,SUITE 102 0 0 CRESTED BUTTE,C081224 970.925.2855 L'L L'OBSERVATOIRE INTERNATIONAL ��L2 22'-6• 120 WALKER STREET,7E \� T.O.GARAGE ROOF 2nNvEW2w P5,Or.4RrtK6,3 N EW VORK 10013 ONEBUN PLUMBING VENT \ 67 WEST 3T#527 \ 9ROO8LVN NEW YORK,11222 \\y 917.398.0025 / \ T.O.-CARRIAGE HOUSE ROOF CHIMNEY FLUE EXHAUST AIR B.O.-HISTORIC ROOF c BOILER FLUE — I/ — / / a n y 11 11 .1 11—6" /' 17 o CHIMNEY FLUE T.O.LIVING ROOM ROOF Y ��/�/ zL I�I =moo � _ ®• / 10'-0" /7 T.O.ENTRY HALL ROOF "TxaE — I15 HORN STROBE \ NOT FOR CONSTRUCTION 3 REFER TO LIGHTING \ I // DESIGNER INFIROMATION \\ — Ei j / o // UPPER 1ST FL FINISH FLOOR SELLDORF ARCHITECTS 860 BROADWAY NEW YORK NY 10003 PHONE 212/19.9571 FAX212.941.6362 -1'-3 // MINING CABIN FINISH FLOOR 40 I 1` I 234 W.FRANCIS STREET LOWER 1ST FL FINISH FLOOR ASPEN,CO 81611 ® 0 3 6 WOOD DOOR WITH LEAD COATED RESIDENCE COPPER KICK PLATE SECOND ST ELEVATION 1/2 L. 912• .xa F. Drew • A-206 srALE r I I J 3 2 1 1m=1.o" 14012] Page 195 o!208 E I 5 1 1 I 3 I z I , ALL RIGHTS RESERVED NNE ABOVE DRAWINGS DESIGNS AND IDEAS . DATE DESCRIPTION CNN 2 20200 8 HPC FINAL RI JS ati IFRID DESIGN PG BOY D WV PO BOX 7928 ASPEN,CO 81612 970.309.0695 �, , LAMSCAPEARCHIREGN 1 BLUEGREEN BLD 300 S.SPRING ST.SUITE 202 ASPEN,CO81611 26'-6" 940.945.8676 T.O.MAN HOUSE ROOF HISTORIC>RESN>.,°x BENDON ADAMS ICI 300 S.SPRING ST.SUITE 202 RECONSTRUCT CHIMNEY IN ASSUMED LOCATION II I= ASPEN,C0816H BASED ON HISTORIC PHOTO I III It I 970.925.2855 E1 CIVIL ENGINEER 1111 HIGH COUNTRY ENGINEERING — -- — — 1 1517 BLAKE AVENUE,SUITE 101 RECONSTRUCT DORMER IN ASSUMED LOCATION �I I I, , I GLEN WOOD SPRINGS,C081601 BASED ON HISTORIC PHOTO I ��r,-=1���,t,/i, i,6i,6i,6i,a,l,��,6i,��,6i,6i,6i,��,6i,6i,6i 970.925.2855 I ,I��� ���! I �I�I 25-0" °Ta°°n MEP ENGINEER Alt Ill �III�ir 4� II II II II II II MAXIMUM BLDG HEIGHT 502OHITEROCK AVE,SUITE 102 RESOURCE ENGINEERING GROUP hi,L o o I Pr L CRESTED°ED BUTTE,CO 81224 NI 11 870.925.2805 + III III III Ill III III III L'OBSERVATOIRE INTERNATIONAL 22'-6" 120 WALKER STREET,]E I II III III III II III II I T.O.GARAGE ROOFii° NEW YORK,NEW YORK 10013 I III II II II II II II II f II II II II II III II II II III III II III II II III III II III III II II II II II II II III ^,�.„�55i4463 ,AilMENEAMEINIEINEW LANT ONEBUTTON 6]WEST ST 852] BROOKLVN NEW VORK,11222 II II II II II II II II II II II II II II II II II II 917.398.0025 LAtAi Hir1 1I1611��161■�1611l ,II" II _■II,,II _ I II _I II , \, I _I 1 _ ICI I 1 CI III II 1 1 1.1 1 1 1 I III • I .ICI .I I Irl,jII 17-9" 1 -- T.O.CARRIAGE RRIAGE HOUSE ROOF I I I I I I I I I I I I I I I I I I All`I 11■i16116i1611■i1611■i1611■i16116i111611161i11161111■i1611I1L611■1111.1 1 1 I I I I I 1 i 1—!—I —. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1-1 1 1 1 1 1— 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15'-6" L B.O.HISTORIC ROOF c /�f— — c aa.>a — 5 ❑ 9 — /_ \\\ T.O.LIVING ROOM ROOF EXPOSE CURRENTLY COVERED WINDOW N .- - __ 10'-0" -�� rI T.O.ENTRY HALL ROOF sasGx"r^E — = NOT FOR CONSTRUCTION e \ 9 I O 3 I //// \ EXPOSE CURRENTLY /\) COVERED WINDOW n / I UPPER 1ST FL FINISH FLOOR SELLDORF ARCHITECTS 860 BROADWAY NEW YORK NY 10003 PRONE 212.219.9571 FAX 212.941.6362 _1,_3" // MINING CABIN FINISH FLOOR �YLI 234 W.FRANCIS STREET LOWER 1ST FL FNISH FLOOR ASPEN,CO 81611 0 7 ❑ RESIDENCE SECOND ST ELEVATION 2/2 1912f. Drew A-207 1 5 = 1 3 2 1 1/2"-1'.S" 15 0826 Page 1960f 208 , I , I s I a I a I v I 1111611311 # DATE DESCRIPTION CHK 2 2020.0542 HPC FINAL RI JS / I / / ASPEN,,CO816N U PO BOX 7928 970 ASPEN,06951612 970 309 0695 1 BLUEGREEN BLD 300 S.SPRING ST.SUITE 202 \ 1 / ASPEN,CO 81611 1. 940.945.8676 HISTORIC PRESERVATION BENDON ADAMS ° 300 S.SPRING ST.SUITE 202 I ASPEN,CO 81611 4 970.925.2855 001 PLUMBING VENT HIGH COUNTRY ENGINEERING 1517 my El T.O.-MAIN HOUSE ROOF GLENWOO SPRINGS,COUITE 101 GLEN WOOD SPRINGS,CO 81601 r ■11• ------ " ion RECONSTRUCT CTDORMER INJ STRUCTURAL/MEP ENGINEER 9]0.925.2855 ��mumito-ii irimmilirkilonL�I HISTORIC PHOTO "; MIL ��_ _ ��■_■■r■�■_ 1ri Ir�ar1■r1LOCATION-BASED OM- - _ RESOURCE ENGINEERING GROUP s ■1■■1■■1 1 ■Iif■1■■1■■r■ if■1■i1 1 ■Iif■Iir1 inumilo ■1■■1 —� ■I _� Ilr+■I�■�■■ __ _ __ __ _ _ _ —_ 25—Q° J� 502 WHITEROCK AVE,SUITE 102 1■11■\ l'YYi n ______ /_ __________ .r ■11■n■r1■ Bunn r1■ ■riru r � n .ILr,•E.R.21 MAXIMUM BLDG HEIGHT N CRESTED BUTTE,C081224 �1`�1`111■1r1■�1`�1`111■� -- -- -- -- -- RVAT 0 ■ ■.11 1 11 -- -- --— - PLUMBIN VENT NEW YORK,.2855 ■ � _ _ __ __ 212.554 MI I T L'OBSER DESIGNER 1� ■ ■ 1rl■ �■ ■■■ 'Opt"' ■�' �■ �■1� ■ ■� �■ ■■�— T.O.-GARAGE ROOF VATOIRE INTERNATIONAL ■'111■111■ 1 11 1 WALKER STREET,7E NEW YORK 10013 ■r■■ �■ �� 463 Sul■• T I D u■u■a CHIMNEY FLUE ■ ■ ■ _ 11�■1��1�\ ..CO.AIsT.N* _ __ _® - •■111111 1l_j e I h1 _ 7 16► m EXHAUST AR / 67ONEBUTTON MIMST -__ __ __ __ _ 1■��••■1 �111■I1I11■�1 JT Jr L 1�e _ _ _ ■ L■-L - 1 B 15.-6" B7OOKL N NE27 1■■1■�■■ ■��■, � 1i���■1�i1 I1 I1_ Z.■1I�-:1; L1 :1I�■1i __ __ __�__ __ __ __ __ __ __ __ __ __ - -_ -_ BROOKLVN NEW YORK,11222 I I i I i - L1■ / T.O.CARRIAGE HOUSE ROOF 1s17as6.00zs I■■r■■1■■■■I■I��I■I�■ �■■■�I■I��I■I�■■�■■ �I■I�■ ■�I■I��I■I�■■�■ �I■I��I■I�■�\- 111 -- --------------- _ __ __©__ / _ __ _ __ __ B.O.HISTORIC ROOF 111 EXPOSE CURRENTLY COVERED WINDOW ill �y �y11ii._6" /, . T.O.LIVING ROOM ROOF --- —— — -- —— -- _— j T.O.-ENTRY HALL ROOF MM 13 \ n 0 BRS— // % `�I BATHROOM EXHA ° a POND.:eS.�.�. = DRYER VENT _ — Imu imliermsymmup.rm pI .1 1 � ' / wwG ROOM �� r �I EXHAUST - � UTILITIES/MECH.SC Il �ii� \ r J r UPPER 1ST Fi FlNISH FLOOR q �� 77 �/ -- / J .. MINING CABIN FINISH FLOOR V _F A=—='m Ilk - -- _® .. ; -- - -- - LOWER 1ST FL FINISH FLOOR 4 — —N ILI • j/r%/ � / AIR INTAKE GRI. .. .. j eeuaSIGNATURE FD GY s\THEATER/' BEDROOM 111111 °_i MIMI NOT FOR CONSTRUCTION / = • M MO': I G 5-0" >. .,. "s LOWERBASEMENT FINISH FLOOR q r SELLDORF ARCHITECTS 860 BROADWAY NEW YORK NY 10003 PHONE 212.219.9571 60212.941.6362 NORTH-SOUTH SECTION THROUGH ADDITION A7 N 1/4"=1'-0" 234 W.FRANCIS STREET ASPEN,CO 81611 RESIDENCE NORTH-SOUTH SECTION THROUGH ADDITION A 1912 xo. CCa" A-300 3 .O , I I s I a I ' I 2 I ' 16 o127 Page 197 o!208 6 s a 3 , , # DATE DESCRIPTION CHK woe excerracT I FRIDAY DESIGN PO BOX 7928 ASPEN,CO 81612 970.309.0695 BLUEGREEN BLD 300 S.SPRING ST.SUITE 202 ASPEN,C081611 940.945.8676 _HISTORIC PRESERVATION BENDON ADAMS 300 S.SPRING ST.SUITE 202 ASPEN,C081611 RECONSTRUCT HISTORIC CHIMNEY 970.925.2855 IN ASSUMED LOCATION BASED ON HISTORIC PHOTOS;USE FOR °1"`°1p1X�° MECH.EXHAUST HIGH COUNTRY ENGINEERING 26'-B° 1517 BLAKE AVENUE,SUITE 101 55 cfftT.O.MAIN HOUSE ROOF STRUCTURAL/MEP EwwRER SPRINGS,GLEN WOOD SP AB RESOURCE ENGINEERING GROUP 502 WHITEROCK AVE,SUITE 102 ... XTN6 BUTTE,C081224 MAXIM-UM BLDG HEIGHT 970.925.2855 s p NER / �� �1L1 NEW YORK,L'OBSERVATOIRE INTERNATIONAL 4 CHIMNEY FLUE L REMOVE NON-HISTORIC CHIMNEY71 T.O.-GARAGE ROOF `� 120 WALKER RKSTREET,7E 212.255.4463NEW YORK 10013 -- / O/ , .CONSULTANT BEDROOM - 67B WEST ST STN N527 YORK,11222 ./// -- -- -- -- -- -- -- -- -- iiii jj /ii -- -- 15 CARRIAGE HOUSE ROOF 917.398.0025 % „ %�_ ---------- _ - -- -- -- -- -- -- j / / B.O.-HISTORIC ROOF 1 1 8 / 11'-6" } j / D O / T.O.LMNG ROOM ROOF -- -- -- -- -- -- / D1i -% -- -- — -- -- -- — -- -- -- -- - -- -- -__ A A 1 , A O, % T.O.-ENTRY HALL ROOF - ` KITCHEN '\\ . 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I I111111111 IIII III ��=�L.� ' - NEBUTTON 1 ]WEST ST#52]ROOKLVN NEW VORK,11222 91].398.0025 M -. III IIIII IIII Aa1U 1 II III . �- __ II III IIIII— �O�O/��,I 1, I UPPER 1ST FL FINISH FLOOR 'r 0 ; O I—IIIII III CONTINUOUS STONE CONTINUOUS STONE • UPPER 1ST FL FINISH FLOOR III IIIII IIIII PLINTH PLINTH I 9 I -0" 9 °r IIIII IIIII III N 5"SLAB O DECKING - ►. 1 �- GARAGE FLOOR 'r IIIIII IIIII— H Wall Section-Living Room East Wall-Parapet DetailVia p-5' - I1 _ IIIII III 3 -t_� '�� :LOWER 1ST FL FINISH FLOG �����11�� �� _ c ..i 5"SLAB O DECKING ___ ► __ _ � �� IIII_ , c - IIII IIII—III ► it il .— = 1.1 ■■ " 25.>u II IIIIIIIIII III IIII [I I IIIII IIIII IIII IIII II III II III—III �`� U I1 . . — 1 IIIhI III III.:. a . I I I_I I I I I_I I I I I_I111 _._._._..I C. 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SrC<PE.P�1re 7 PHOTO N —■ BLUEGREEN BLD .— 3005.SPRING 11 SUITE 202 ASPEN,CO 8 El ■0■ 940.945.88761811 T.O.MAIN HOUSE ROOF —,,, — BENDON ADAMS 300 S.SPRING ST.SUITE 202 ASPEN,CO 81611 970.925.2855 CIVIL ENPIXEEP J HIGH COUNTRY ENGINEERING ■— GLEN WOOD SPRINGS,CO 811601 970.925.2855 WVFLASHING 1 L J Il FLASHING w :. w STPLICIIN.LAIERENGINEER RESOURCE ENGINEERING GROUP 502 WHITEROCK AVE,SUITE 102 II CRESTED BUTTE,CO 81224 o J 111'J1 /B„I I II55 I ` I N 9TosPo DESIGNER HISTORIC PHOTO SHOWING ORIGINAL MASONRY CHIMNEY L'OBSERVATOIRE INTERNATIONAL 120 WALKER STREET,7E NEW YORK,NEW YORK 10013 212.255.4463 Chimne -North Elevation Chimney-West Elevation 3/4"=1'-0 1 3/4"=1'-0' �.�..M ONEBUTTON 67 WEST ST#527 BROOKLYN NEW YORK,11222 © ' 917.398.0025 Mir1'-7118" , • 1'-55/8" LEAD COATED COPPER CHIMNEY CAP 1 - '"� "" "` - ` —=_ EXHAUST VENT/SCREEN - --------- FLASHING TO MATCH CHIMNEY CAP .... ...... 57/8" '°•'%q3'+m®®�® �� :►4®®� ®®® J - - �� FLUE LINING �'�°®� w. 6®0®®�0 oe �.,,, �! I ?s®®®®®®® ���®®a! a�®°a®®ea®®®® 0°° - - 1. .1 _ =_ --s�^' ® T.O.MAIN HOUSE ROOF I]� •®� A J , - BATHROOM EXHAUST FLUE �� II MASONRY CHIMNEY RECONSTRUCTED PER HISTORIC PHOTO 4�nyeln ;4I 4I6 jfI� I V Y// JI Ju 1J IJI a J G �� ®®� �� a� BATHROOM EXHAUST FLUE �® '.. J I I L IJ I I I II NONo.� �, ,ymn .,06 """'�• 'S seuasiPxn.PwE NEW CEDAR ;•:'•6 40 SHINGLE ROOF; Y°0', lOK REPLACED IN KIND ® 8�ra NOT FOR isn �a ®w®� ®®®®�m� CONSTRUCTION 4 a A-321 oePe�e:da _ wt4 ________26-6�h I ea®�09A0�0� T.O.MAIN HOUSE ROOF v y®B�✓N®e -U eititnitite Chimney-Roof Plan O Chimney-N-S Section O Chimney-N-S Section-Callout 1 3/4''=1'-0" 3/4"=1'-0" 3"=1'-0" SELLDORF ARCHITECTS 860 BROADWAY NEW YORK NY 10003 PRONE 212.219.9571 FAX212.941.6362 • 234 W.FRANCIS STREET ASPEN,CO 81611 3 RESIDENCE WALL SECTIONS CHIMNEY RECONSTRUCTION 912• *Na 350 DRAT A-321 I 7 6 I a 9 I I VASCALRP.IES 20 o127 Page 2010!208 , I 6 I s I , I , I I , # DATE DESCRIPTION CHK BASALT PAVERS A 1 / m.. „�.. I FRIDAY DESIGN PO BOX 7928 1. BASALT STONE RETAINING WALL CAP / ► To ASPEN, ...CAPE ��0�1 12 970.309.0695 C1-11 BLUEGREEN BLD REMOVABLE STEEL GRATE 300E SPRING ST SUITE 202 ASPEN,C061811 m v i i �Daa94PxEs6EaBTou 'NJ f S„ BENDON ADAMS I © � I� 300S SPRING ST SUITE 202 o < '. .. SPEN,C081617 4 970 .925.2855 285E (/\ ' e14/4 D.D. ' ,/, / UPPER 1ST FL FINISH FLOOR 'r CIVIL ENGINEER HIGH COUNTRY ENGINEERING ^ En 1517 BLAKE AVENUE,SUITE 101 - GLE•' vv \ \ \ \ \ \ \ \ \ 7 \ \ \ \ \ ?Y 9709WOOD SPRINGS,C081601 9]0.9252855 , .r. . ,,. , . ...'. STEEL SUPPORT ANGLE . ST.LoTuwy MEP ENExEEN RESOURCE ENGINEERING GROUP p / /J502 0 CRESTED BUOCK TTEAC081224 102 REMOVABLE STEEL . / III III- I 570s25.2855 GRATE MINIMUM GRADE AT LIGHTWELL C Light Well-First Floor LIMIT.DESIGNER VAT 3/4"=1'-0" OBSERVATOIRE INTERNATIONAL 1 1 A NEW YORK, STREET.]E �, ' —YI BASALT STONE RETAINING YOKE.NEW YORK 10013 1 Y IIIII III 1- WALL CAP 212.255.4463 3 1 .MCo.EMLT.M f MORTAR 3-D° A_322 _ - _ ONEBUTTON ' -� III III pi I I B7OOKL N NEW � — --------- -- .. VI IIIII ANCHOR ROD 9p�98.0025 NEW YORK,11222 111 III REMOVABLE STEEL GRATE ° UPPER 1ST FL FINISH FLOOR . I w CONCRETE RETAINING WALL > . ° III IIIII BASALT STONE BEYOND I • Q ., i 1 8 IIII STEEL EGRESS LADDER ° - III III II IIIII IIIIIIII 4 '. , • IIIIIII IIIIE ° 1-11111—III • `1 -Cv --L------ --a" 111111 IIIII- I I III I I ° _IIIIII ,11111,I ,111• IIII11111111HIll: �11r1 • • O Light Well- Stone Cap Detail s 3"—1'_0" /tea /A VI STEEL EGRESS LADDER - - B 1_- OPERABLE WINDOW ► — GRAVEL FILL NOT FOR CONSTRUCTION e - EMBEDDED SNOWMELT < 4 ' A-322 3,„„,„,,„,,,,.,„ ,. .:... 7f i.,.,.,• . , GRAVEL FILL —.---- --7 r� •^ a A ea •'�+sea�ae •-, e. " 5. �_5. s !_ A , .2 a jr, ' * SELLDORF ARCHITECTS - ) J + 860 BROADWAY NEW YORK NY 10003 ' ERN� � • I �g PHONE 212.219.9571 FAX212.941.6362 -k{ III i� • p 0 234 S FRANCIS �� �'s- � __ STREET •., IIE :°q. - as _ A44 ASPEN,RESIDENCE 1 I '.° - _:.. -15' O�h M - ., a. - — ,. .-. RESIDENCE • - • BASENENTFINISH FLOOR �r e :w -C&- - >CCC - ; , .f CLight Well-Drainage Detail LIGHT WELL E 2 Light Well-EW Section PROJECT 3/4"—1'0" 1912.. °CAE" A-322 ' ° I I ° , VARIES 21 or 27 Page 202 o!208 I o I 5 I I I , I 2 I , °N DATEax,uTroDESCRIPTIONwoar,acrvnecrs. CHI( JR 2 2020-05.12 HPC FINFINAL AL R1 JS NON- HISTORICAL e FRAMES/GLAZING 2130.22,22.12.3 IFRIDAY DESIGN AS BOX 7928 HIS TORICALO ASPEN,O81612 WINDOW FRAME 970.309.0895 BLUEGREEN BLD 300 S.SPRING ST.SUITE 202 ORIGINAL / ASPEN,CO 81611 HISTORICAL GLAZING 940.945.8676 BENDON ADAMS 300 S.SPRING ST.SUITE 202 ASPEN,CO 81611 970.925.2855 C1332 ENGINEER HIGH COUNTRY ENGINEERING 1517 BLAKE AVENUE,SUITE 101 GLENWOOD SPRINGS.CO 81601 970.925.2855 RESOURCE ENGINEERING GROUP 502 WHITEROCK AVE,SUITE 102 0 o CRESTED BUTTE,CO81224 970.925.2855 UGITrING DESIGNER L'OBSERVATOIRE INTERNATIONAL 120 WALKER STREET,7E NEWVORK.NEW VORK 10013 .-?) AV 430149323ANT IL FFS F t2 - S -- 67 WESONEBUT ST#527 212.255.4483 'd.„N .� ,p/�.7-p S BROOKLYN NEW YORK,11222 ++� +H+H+� _ M�..2i Q. i, 917.398.0025 url,rrrt '/'r1�fld /PI ��I I` AntiEfai x rs3 rs33m .I I I�. .V.T1Rf7M1f�M1TIM1fIM1f1M1f1M1T1M1T.....�...dEM1f1M1f1M1T1M1T1Rf711 =d e t� I i�. = i91antaignmain anmwmmmmnnumw + + '+ a" =titiniiliTKiinii�iiniiniiniini' _ _ T'A 6' i L+z,u l +'1 z '1+ Y IV lY0l9h1i�lYIl11YA1;L11;iiNi14Y01YOI I! I 7 El . r M. — 1.1 I 11 LOr 11! . C6 EXISTING SOUTH ELEVATION C61/8_ - IrA O EXISTING NORTH ELEVATION WI N N /J - NOT FOR CONSTRUCTION 7 3 1 l "1 r r..r..r..r r1.T..r..r.. 1••'•—�+�IYIT� NITAi�TA�1W flYlt V 1 'II/ '1 .diliiiliiiliT�y�yhyh�y�y�� ; IlAN. : 3' ,wi�ravavaiieaiieweii6ii�iviwewewewewewr►:atewewi 11II I lim _ SELLDORF ARCHITECTS m — • ,_i__jr_L .•_.•_.•-.•--•-•_- 860 BROADWAY NEW YORK NY 10003 ..n ` - -— — .,-., —— r._ , PHONE 212.219.9571 FAK212.941.6352 -- 1E Eml 1 234 W.FRANCIS STREET ASPEN,CO 81611 EXISTING EAST ELEVATION-MAIN HOUSE EXISTING WEST ELEVATION-MAN HOUSE,NON-HISTORIC ADDITON EXISTING WEST ELEVATION-MINING CABIN RESIDENCE C6 1/8._I,_0. C6 1/6•=1,_0• C6 1/8•=1,-0" 3 EXISTING WINDOW+DOOR n SURVEY 1912 E. °11 CC" A-323 Li 1/8/6 1,0" 22 of 27 Page 203 of 208 1 I s I s I a 1 3 I 2 I 1111611111141 # DATE DESCRIPTION CHK 2 2020-05-20 HPC FINAL RI JS r I 5 E 1FRIDAY DESIGN PO BOX 7O ASPEN,CO 81612 9]0.309.0695 BLUEGREEN BLD 300 S.SPRING ST.SUITE 202 ill / ASPEN,C081611 �/�/,/®�®/®/ 940.945.8676 Air BENDON ADAMS � ��j% A E.ASPEN,00811SUITE 202 300S.SPRING ST.7 ������%//�����/ // 970.925.2855 jHIGH COUNTRY ENGINEERING j 1517 BLAKE AVENUE,SUITE 101 GLEN WOOD SPRINGS,CO 81601 970.925.2855 STRUCTURAL,MEP ENGINEER RESOURCE ENGINEERING GROUP 502 WHITEROCK AVE,SUITE 102 8 0 CRESTED BUTTE,C081224 970.925.2855 L'OBSERVATOIRE INTERNATIONAL 120 WALKER STREET,7E NEW YORK,NEW YORK 10013 212.255.4463 A, AVmxwLTA,rt ONEBUTTON 67 WEST ST#527 BROOKLYN NEW YORK,11222 917.398.0025 VI v V��0 I n N 1Isud_flsi.KruRE PROPOSED STORM WINDOW, PAINT FINISH TO PROPOSED STORM MATCH HISTORIC WINDOW WINDOW, PAINT FINISH TO PROPOSED SCREEN, PAINT NOT FOR MATCH HISTORIC WINDOW FINISH TO MATCH CONSTRUCTION • PROPOSED SCREEN, PAINT HISTORIC WINDOW FINISH TO MATCH HISTORIC WINDOW L EXISTING HISTORIC DOUBLE HUNG WINDOW, j EXISTING HISTORIC �//�/j11/ DOUBLE-HUNG PAINTED dj� � DOUBLE-HUNG WINDOW, �/ SELLDORF ARCHITECTS %% � PAINTED � 860 BROADWAY NEW YORK NY 10003 PHONE 212.219.9571 M212.941.6362 EXISTING HISTORIC WOOD CLADDING, PAINTED EXISTING HISTORIC WOOD CLADDING, PAINTED234W.FRANCIS STREET EXT. NT. EXT. V\T. ASES C 1611 RESIDENCE 3 3 A cWs A6 HISTORIC WINDOW—JAMB DETAIL HISTORIC WINDOW A4 HISTORIC WINDOW—SECTION DETAIL DETAILS NOTE:FOR EXISTING HISTORIC WINDOWS MATCH EXISTING HISTORICAL CONSTRUCTION INCLUDING PROFILE AND DIMENSIONS .,.ER.. PER ASPEN HPC REQUIREMENTS SHOULD REPAIR/REPLACEMENT 1912 Fi BE REQUIRED °CCa" A-324 97 s 5 d 3 I 1 -w0� 23 0827 Page 204 of 208 , 1 c 1 s 1 , 1 , I 2 I , # DATE DESCRIPTION CHK 2 2020.05-19 HPC FINAL RI JS 3"PAINTED WOOD SHIPLAP SIDING PAINTED WOOD TRIM TO MATCH SIDING • Loo"L.oR.R. r K Jut s ul v i = 1FRIDAV DESIGN t - PO BOX 7928 FINISHED CEILING ASPEN,CO 81612 970.309.0695 DOUGLAS FIRTRIM / ...SCPPE.CRITECT / ALUMINUM CLAD WOOD BLUEGREEN BLD WINDOW FRAME 300 S.SPRING ST.SUITE 202 I. ASPEN,CO81611 if LOW IRON IGU j L--- - I q ► 940.945.8676 A-331 HISTORIC PRE..>T. BENDON ADAMS 300 S.SPRING ST.SUITE 202 ASPEN,C081611 / 970.925.2855 HIGH COUNTRY ENGINEERING 1517 BLAKE AVENUE,SUITE 101 GLEN WOOD SPRINGS,CO 81601 970.925.2855 4 Typ.Window at Addition-Section-Head Detail 3"=1'_0 PERR°nRwMRPE.EINEER RESOURCE ENGINEERING GROUP SO2 WHITEROCK AVE,SUITE 102 I 0 p CRESTED BUTTE,CO 81224 970.925.2855 9 3/4" 23/8" t 33/4" ji.1" /4" 2" L...DESIGNER L'OBSERVATOIRE INTERNATIONAL 120 WALKER STREET,7E YORK, NEW V NEW YORK 10013 TI 1 212.2ORK,3 ONEBUTTON 67 WEST ST#527 BROOKLYN NEW YORK,11222 ----. I 917.398.0025 UPPER 1ST FL FINISH FLOOR UPPER 1ST FL FINISH FLOOR INTERIOR , L.2— EXTERIOR 1' 6 1' 6"h ALUMINUM FLASHING TO MATCH WINDOW FRAME LOWER 1ST FL FINISH FLOOR LOWER 1ST FL FINISH FLOOR , it ,.... i - INSECT SCREEN a 1 Typ.Window at Addition-Exterior Elevation 2 Typ.Window at Addition-Section �.Pa 3/4" 1'-0" 3/4"_1'-0" A pI O5 Typ.Window at Addition-Section-Sill Detail I �//��j 3"_t'-D V N SEAL&SIGNATURE VW a Vlir INTERIOR DOUGLAS FIR TRIM 4" NOT FOR ' 1- -1 ! . CONSTRUCTION IIIIII! p.Window at Addition-Plan "MEMSELLDORF ARCHITECTS 3 860 BROADWAY NEW YORK NY 10003 3/4"=t'-0° PAINTED WOOD TRIM 1. 21/4" 41. PHONE 212.219.9571 FAX212.941.6362 TO MATCH SIDING EXTERIOR ALUMINUM CLAD WOOD WINDOW FRAME LOW-IRON IGU 234 W.FRANCIS Typ.Window at Addition-Jamb Detail 1 (±)Typ.Window at Addition-Jamb Detail 2 STREET 3"=t'0° 3°=t'O" ASPEN,CO 81611 RESIDENCE 3 n WINDOW DETAILS R ADDITION 3 1912.o_ °CAE" A-331 VARIES ' I ` I ' I " 1 ' I I I ' 24 o127 Page 205 0!208 1 s 1 s 1 a 1 3 I 1 I , # DATE DESCRIPTION CNN -°'S,- EXTERIOR MATERIALS LEGEND ,o 2 2019-10.12 HPC CONCEPTUAL R, SS 1. EXISTING HISTORIC WOOD CLADDING, PAINTED = HPC CONCEPTUAL R2 s _ MATCH EXISTING HISTORICAL CONSTRUCTION PER ASPEN HPC REQUIREMENTS 4 2005 "08-25 PRICING SET JS SHOULD REPAIR/ REPLACEMENT BE REQUIRED 5 20200,22 „PCFINALR S 1A. COLOR CLADDING: FARROW & BALL, DIMPSE NO. 277 0200E z9 HPC R2 s 1B. COLOR TRIM: FARROW & BALL, BLACKENED NO. 2011 2. NEW WOOD CLADDING TO MATCH EXISTING, PAINTEDx�� MATCH EXISTING HISTORICAL CONSTRUCTION PER APSEN HPC REQUIREMENTS FRIDAV DESIGN - — 2A. COLOR CLADDING: FARROW & BALL, DIMPSE NO. 277 P°B° 7e2a JI ASPEN,CO81612 • LAtoscnn. 28. COLOR TRIM: FARROW & BALL, BLACKENED NO. 2011 970.309.0695 3. WOOD CLADDING, HORIZONTAL 3" WIDE, PAINTED COLOR CLADDING AND TRIM: FARROW & BALL, OFF-BLACK, NO. 57 3005cr BLUEGSPRING ST.SUITE 202 ,CO �_ _xsaRASPENRE....1 940.945.8676 4. CEDAR WOOD SHINGLE ROOF, NATURAL FINISH TRADITIONAL INSTALLATION PER ASPEN HPC REQUIREMENTS BENDON ADAMS —*--1 i 11 l l i�'i i i i i 5. NO LONGER IN USE ASPEN,CO8 610 S.SPRING 1.SUITE 202 ��ate'-: 111111 1 JJJ 970.925.2855 6. LOCAL GRAY BASALT, HONED C,„,axa,xaER 1 2 CLADDING: FARROW & BALL, DIMPSE NO. 277 TRIM: FARROW & BALL, BLACKENED NO. 2011 HIGH COUNTRY ENGINEERING 7. CONCRETE PLINTH, SANDBLASTED 1517 BLAKE AVENUE,SUITE 101 MATCH HISTORICAL LOCATION AND DIMENSIONS PER GLE925 OBD SPRINGS.CO 81601 55 ASPEN HPC REQUIREMENTS 1.ril 8. LEAD COATED COPPER, NATURAL RESOURCE ENGINEERING GROUP p STANDING SEAM ROOFING, FLASHING a CRESTED BUTTE,CO 81224E 102 970 925.2855 9. EXISTING HISTORIC WINDOWS, PAINTED .1111.DESIGNER MATCH EXISTING HISTORICAL CONSTRUCTION INCLUDING PROFILE AND DIMENSIONS L'OBSERVATOIRE INTERNATIONAL ��� - PER ASPEN HPC REQUIREMENTS SHOULD REPAIR/ REPLACEMENT BE REQUIRED 120 WALKER STREET,7E NW --����,���� FARROW & BALL, BLACKENED NO. 2011 NEW .4463NEW YORK 10013 ������ 1 I .2CO.,xLT.x. 10. REPLACE NON—HISTORIC WINDOWS, PAINTED ON r 1 I 1 1I 1 t r MATCH EXISTING HISTORICAL CONSTRUCTION INCLUDING PROFILE AND DIMENSIONS C7 WE T ST 6]WEST ST#527 1 -{ - L. PER ASPEN HPC REQUIREMENTS BROOKLYN NEW YORK,11222 ET-NIIer- FARROW & BALL, BLACKENED NO. 2011 917.398.0025 1 _1!-' I ! r 1 1 1 11. ALUMINUM-CLAD WOOD WINDOW, ANODIZED 1 / 1 r_ 1I 71 J T�t I GRABILL ARCHITECTURAL ALUMINUM CLAD WINDOWS —I 1 1 1 ! I COLOR: SAF BLACK ANODIZE 12. FLAT PHOTOVOLTAIC PANELS CONCEALED BY ROOF PARAPET 1 I '--1- -1- 13. GENERAL NOTE: ALL ORNATE DETAILING SPECIFIC TO HISTORIC STRUCTURES TO BE MAINTAINED. MATCH EXISTING HISTORICAL CONSTRUCTION PER 3 CLADDING AND TRIM: FARROW & BALL, OFF—BLACK, NO. 57 4 ASPEN HPC REQUIREMENTS SHOULD REPAIR/ REPLACEMENT BE REQUIRED 14. 6" DIAMETER} ROUND METAL GUTTER FINISH: LEAD COATED COPPER _oa �� a J y � �f y`M1� � • `� �� •` 15. 4" DIAMETER METAL DOWNSPOUT r �� G Ak �* K r` w a ra' - FINISH: LEAD COATED COPPER _ ,,� o �� 16. SNOW GUARD AT WOOD SHINGLE ROOF lt4.+ #1 c. * I FINISH: LEAD COATED COPPER � 1 A Y i, .w , i P, 17. SNOW GUARD AT STANDING SEAM ROOF )) IA LAJA `.k"r Iti.>~ `� FINISH: LEAD COATED COPPER N 1(Y .. ,y 4 y d Y�.'A,C L I• r 1� , .• ' " , - '.„4•,‘. .,4fy.' , 4...40, . ' . ' . ' ' ' ' —14 t • F s `;tell }1u, i NOT FOR !� ` 4 `�� ; ` - CONSTRUCTION JMII 6 7 8 :1 '. 1 A. ' SELLDORF ARCHITECTS 860 BROADWAY NEW YORK NY 10003 PHONE 212.219.9571 F40212.941.6362 N. 234 W.FRANCIS STREET • ASPEN,CO 81611 RESIDENCE MATERIALS 3 2 11 PROJECT. §, 1912 . °°c A-700 LL , 1 1 I a 1 I I I I , 25 of2L Page 20S o!208 o I 5 I r I3 I 2 I , s' c P"°A�ma,5,°au:"'moo°RSE .,a,. .rE - 4', 1 � r: , • _ - N DATE DESCRIPTION+e w.moCHI( 1 A� r. } ~+ T I, `\ -� ;1 HPDCONCf yyyt • J - 7' \ef k: y- d'. B yp - IC l ''.....A":,,,.IN 1!e •M1V N EC' 1 r�' 2 20,8 0 22 HPC CONCEPTUALSi;; S L �'Y .. �. S`_. . HPC • f 2 2020032s COST ESTIMATE SET JS 'Z� �. zDZOna zs c x f,!r .A... f$ +* .>; >� 0z000-0g HP�FNA 0 t n'� /.ti<l 't`T-E -",19 '' � .•, ...;':r F l . . 'L'r•' r'. ::y4. s zozaas,e HPC FINAL Rz Js ' I }h'4 *g#7 fi': �30. +5,�, "! �t. , - L • R _-. - `F.y,�, r j� "nE i'5. IFRIDAY DESIGN {` ' •I:L ` G� Ylr•, --,,At..., • .. 9 PO BOX 7928 f C' 1 ' A k - ASPEN,C081612 T. s4 J • "J S• i �.!: r a .Y,"+ 07` 970 309 0895 > ,t as° a ARCHITECT BLUN BLD a 1 3.` 300::::::::E6AR:7:, NG ST SUITE202I !i Y.• nASP81871 Ar'_ 940. 6— /(\\‘' --": r' 1,k . -- _ - ' 1 .• f T BENAMS -`-+ - vit`{ '- 300 S.SPRING ST.SUITE 202 ,� ASPEN,CO 81611 j' ��� f 4 +-�[ 970.925.2855 a' �'.r� 'VI'-- —' ,r 1 k':+ °�u,LH+o rvEaa • 1517 BLAKE AVENUE,SUITE 101 A _ - HIGH COUNTRY ENGINEERING _ §'`. II + - - !, wq, t•• _ _ xy — < -fl - _ .y 970.925.GLENWY855OD SPRING5,C081601 .. lemmm• r-,, �, fir. �N.PEa°a.a i. - \ _ RESOURCE ENGINEERING GROUP l Ni",I�' f - - -- t '� _ 502 WHITEROCK AVE,SUITE 102 o k 11 1, • E INNIImr- -- I _ - I`. p CRESTED BUTTE,C081224 "- ■, ,fa a - --.. - - .. r� - 970.925.2855 1 M. i Liii 14' r� ( _ •_ 720 WAL'OBSELKER 3TREETRE E INTERNATIONAL W YORK,NEW YORK 10013 _ 212 255 4483 ', j' ` 1,. ..0a,31LTµT 1,1 t -L I' III 1 1• - V•, -- 4 - rV ONEBUTTON 1' [ '_ /yIII I �� ~ 67 WEST ST#527 rF C 111116PP C PPF __ - .r•• +14 -- a KT1 ' '+ "+, .. YA/�1 BROOKLVN NEW YORK,17222 -� it+ ! } 917.398.0025 P II 1I II if'', Iy„ c C6 VIEW FROM FRANCIS STREET c //. 1 % w1 r^ ;y; • i1 N • NOT FOR 1117, + r .:;.' r CONSTRUCTION • t � 1 E rMak ro tir AI i'f • i ' , I - 01 1 I r. .:1',, ,y SELLDORF ARCHITECTS ,; A T' 860 BROADWAY.NEW YORK NY.9 10003 •�. ,�. •� - _ _ \ PHONE 212.219.9571 FAY212.911.6362 ! 11:if,S : ' 1t. • — 1 r ""j k, 234 W.FRANCIS STREET i , _ _ ASPEN,CO 8167 {{. ('��� II - � 'I Y RESIDENCE ill, �rl _ �� { n1 1 T . �) e STREET PERSPECTIVES 1330.1.3313 VIEW FROM 2ND STREET 1912 AB19. °DG" A-901 61 61 r 6 u a 2 1 26 of27 Page 207 of 208 I x I r I I a I 2 I , # DATE DESCRIPTION CHK 2 2018-10-22 HPC CONCEPTUAL RI IS 3 2020-01-20 l5 2020na35 PRICING CONCEPNAL R2 LOCAL PREHTECT I FRIDAY DESIGN PO BOX 7928 ASPEN,CO 81612 970 309 0695 BLUEGREEN BLD 300 S.SPRING ST.SUITE 202 ASPEN,CO 81611 940.945.8676 BENDON ADAMS 300 S.SPRING ST.SUITE 202 ASPEN,CO 81611 970 925 2855 CI.ETION.R HIGH COUNTRY ENGINEERING 1517 BLAKE AVENUE,SUITE 101 GLENWOOD SPRINGS,CO 81601 970.925.2855 • 1 1 RESOURCE ENGINEERING GROUP f, 4� -4 f� l' 502 WHITEROCK AVE,SUITE 102 o Y YY/1 ��++FF o CRESTED BUTTE C081224 T'�/ 1 . / ,g' ( (a: _ tdt 1: • 970.925.2855 1. "'ix `'Y C0•a •,!j�` it M• OWE.oEr.P T �c • • i2 1 r� �t.: M, r� d C I d +• L'OBSERVATOIRE INTERNATIONAL } 1 t • •`Js 0 1 NE YORKR STREET,7E • NEW YORK,NEW YORK 10013 ^ T 212 255 4483 �h s.� nvmxauL.nnr .< .• + : ly ONEBUTTON yls.o ,�1'� �Bt »tY,(♦- i �� 1 ^•GJ ^ a,- .-e•,,A.. ,q� 67 WEST ST M527 fa •<• =• ,. , �vF ` . /1. a� , y� �_i✓°... 917.398.0025 0 OKLYN NEW VORK�11222 f:e Aims._ g r. nr 1F r,,!•y '' ? ti/ /R�,1 yy►► _ ��� mow•--�, • Ili • `x ' - -. _ I[ A. ems - .. 1., f...,,. F • pir 1 ___ . 0, • F 1 - �� �1 _ . , _i ____ _ • r b ___7`_-______-_i ____ . - ii 1 _ _ .. 1 .. . . __ _ . , . ------,i . 4i", im,.. . 1,- *- �—- i Irnn tnrr_ rllrr 4.,...t...____________ -_ i _ifi trnr _ -> IIII +Tq — 1,71 r'. J 111r1 -f1111 III11 r Iru?I „rim ft!, — _ II111t 'IllF 11� y � a,,, �. �� I.. .�1 I r11111 rllrrl Ir1i 111/71, Illll I s�.N.awx..�xE • NOT P R —� CONSTRUCTIONO CORNER VIEW FROM FRANCIS STREET B6 T SELLDORF ARCHITECTS 860 BROADWAY NEW YORK NY 10003 PHONE 212.219.9571 FAX212.941.6362 234 W.FRANCIS STREET ASPEN,CO 81611 RESIDENCE STREET PERSPECTIVES 01 1912xo cc A-902 T I 5 1 I a a 2 I - 27 o127 Page 20S o!208