Design Advisory Board

Design Advisory Board Tuesday, March 17, 2026, 3:00 PM Remote and In Person (at 645 Pine Street) Meeting Please click the link below to join the webinar: Zoom: https://us02web.zoom.us/j/87155655137?pwd=ZEdGaGhxeFpRNDJQcFJrNWkvb1Vudz09 Webinar ID: 871 5565 5137 Passcode: 796731 Telephone: US: +1 312 626 6799 or +1 929 205 6099 or +1 301 715 8592 or +1 346 248 7799 or +1 669 900 6833 or +1 253 215 8782 1. Agenda 1.1. Session I – 3:00 PM – 3:30 PM ZP-26-12; 436 Riverside Avenue (NAC-R, Ward 1) Americo Real Estate Company / Douglas Goulette Proposed redevelopment of former Koffee Kup Bakery site into self-storage U-Haul building with associated site improvements. (Project Manager, Mary O’Neil) 1.2. Session II – 3:30 PM – 4:00 PM ZP-26-64; 86 Lakeview Terrace (RM, Ward 2) Latha Mangipudi / Krishna Mangipudi Proposed construction of a single-family home with detached garage and ADU above. (Project Manager, Mary O’Neil) 1.3. Session III – 4:00 PM – 4:30 PM ZP-26-60; 447 Main Street (RL, Ward 6) Jeremy Dressler / Jane Seymour / Marcus Gonzalez Proposed renovation of existing dormer, construction of a new dormer, and removal of chimney not original to the house. (Project Manager, Mary O’Neil) 1.4. Session IV – 4:30 PM – 5:00 PM ZP-25-622; 37 Archibald Street (RM, Ward 2) Edith Rhoads Page 1 of 119  Change of use from single-family home to duplex, add second-story addition. (Project Manager, Mary O’Neil) 2. Adjournment 3. Informational and Non-Discrimination Statements 3.1. The programs and services of the City of Burlington are accessible to people with disabilities. Individuals who require special arrangements to participate are encouraged to contact the Department of Permitting & Inspections at least 72 hours in advance so that proper accommodations can be arranged. For information call 865-7188. Non-Discrimination The City of Burlington will not tolerate unlawful harassment or discrimination on the basis of political or religious affiliation, race, color, national origin, place of birth, ancestry, age, sex, sexual orientation, gender identity, marital status, veteran status, disability, HIV positive status, crime victim status or genetic information. The City is also committed to providing proper access to services, facilities, and employment opportunities. For accessibility information or alternative formats, please contact Human Resources Department at (802) 540-2505. Page 2 of 119 Department of Permiting and Inspections William Ward, Director Zoning Division Scott Gustin, AICP, CFM, Principal Planner 645 Pine Street Mary O’Neil, AICP, Principal Planner Garret King, Associate Planner Burlington, VT 05401 Joseph Cava, Planning Technician www.burlingtonvt.gov/pz Collin Naheedy, Zoning Compliance Officer Phone: (802) 865-7188 Fax: (802) 865-7195 MEMORANDUM To: The Design Advisory Board From: Mary O’Neil, AICP, Principal Planner RE: ZP-26-12 Location: 436 Riverside Avenue Date: March 17, 2026 File: ZP-26-12 Location: 436 Riverside Avenue Zone: NAC-R Ward: 1 Date application accepted: January 9, 2026 DAB first review: February 10, 2026. Application tabled. Applicant/ Owner: Douglas Goulette / Americo Real Estate Company/ Jeffrey Vaine Request: Redevelopment of former Koffee Kup Bakery site into self-storage U-Haul building with associated site improvements. Background: • Zoning Permit ZP-22-584; Demolition of existing structure to slab/foundation or existing grade elevation where applicable. Installation of construction fencing around site to prevent use of parking lots, and pending redevelopment application. November 2022. The programs and services of the City of Burlington are accessible to people with disabilities. For accessibility information call 865-7188 (for TTY users 865-7142). Page 3 of 119  • Zoning Permit 00-432 / COA 00-035; improvements to the existing parking area for the manufacturing plant which include added fill, retaining wall and lighting. Approved with conditions April 2000. • Non-Applicability of Zoning Permit Requirements 14-0553NA; recover existing rubber roof with like material. November 2013. • Non-Applicability of Zoning Permit Requirements 14-498NA; remove existing green ribbed metal roofing and replace with like material. October 2013. • Zoning Permit 08-143; Install 24 ft. X 24 ft. walk-in freezer. April 2008. • Zoning Permit 81-606; install foundation and flour tank. N.d. • Zoning Permit 80-724; add two new additions to existing building. One will be a warehouse and one will be bakery space. January 1980. • Zoning Permit 79-599; erect storage facility 24 x 24 concrete block with corrigated metal roof to store equipment in conjunction with storage of flour. October 1979 • Zoning Permit 79-539; install a covered over an existing walk between two buildings. September 1979. • Zoning Permit 79-452; put a new flour storage tank approximately 35’ high for Koffee Kup Bakery. August, 1979. • Zoning Permit 79-439; install 60’ sidewalk between structures at former laundry building (428 Riverside.) August 1979. • Zoning Permit 77-857; Koffee Kup Donut Shop to erect a 45’ x 53’ addition to the southeast side of the existing building. Approved by the Board of Aldermen. May 1977. • Zoning Permit 77-451; Koffee Kup Donut Shop to erect a 91’ foundation wall at grade level and a 4’ x 160’ retaining wall at the rear of the building. October 1976. • Zoning Permit n.n.; Koffee Kup Donut Shop, Inc. to erect a 40’ x 60’ addition to the non-conforming use building. Addition to be on the west side and is less than the required 25% provision of the ordinance. January 1975. • Zoning Permit n.n.; Koffee Kup Donuts, Inc. to install a shortening tank on the rear of the lot, 20’ from the rear property line. October 1973. • Zoning Permit n.n; erect a 27’6” x 64’4” addition to the west side of the doughnut shop to be used for storage. March 1973. • Zoning Permit n.n.; seeking a special exception to erect a 27’ x 40’ addition to the west sideof the existing storage building. Existing storage building to be used for a bread bakery and the addition is to be used for storage, warehousing and distribution. October 1971. Overview: This application is for the re-development of the site formerly occupied by Koffee Kup Bakery. The new use is proposed to be a self-storage U-Haul Building with a footprint of approximately 30,000 sf to be served by new municipal sewer and water services. New parking, drives, and stormwater systems are also proposed. 2 Page 4 of 119 At their meeting February 10, 2026, the Design Advisory Board tabled the application; asking the applicant to return with edits that simplify decorative elements and consider appropriate signage conforming to the ordinance. The DAB accepts different vertical building heights. Revised plans were uploaded to Open Gov February 25, 2026. Article 6: Development Review Standards Sec. 6.1.1 Applicability. These standards are enacted to apply to all development subject to the provisions of this ordinance found in Art. 10 – Subdivisions or Art. 11 – Planned Development involving the subdivision of land, or an adjustment or reconfiguration of lot lines. Part 1: Land Division Design Standards While no subdivision is proposed within this application, 436 Riverside Avenue presents on tax maps as two separate parcels. Additionally, a boundary line adjustment in 2005 conveyed a parcel (420 Riverside Avenue) to Ronald and Carol Roberge dba Koffee Kup Donut Shop, Inc. (ZP-05-351CA.) The approved plan shows that easterly parcel joined with 436 Riverside Avenue. The Assessor’s office notes the following note on a record dated August 2022: “Corrective deed filed to remove 420 riverside av PID# 040-4-013-000 from the 3 Page 5 of 119 transfer record. that commercial land should remain property of different owner - Rocar, LLC. Only this parcel should have transfered at 436 (and 428 too but city does not recognize that as separate parcel even if it is a separate physical address).” A 2022 Property Transfer Record defines the lot as 1.89 acres, so it is reasonable to assume that the conveyance was limited to the two westerly lots, and excluded the parcel further east. The applicant shall confirm that the redevelopment is limited to the dual parcel defined as 436 Riverside, and to actively extinguish the interior lot line. Note: Plan C1.02 defines the abutting parcel as owned by Ohavi Zedek; however, ZP-05- 351CA transferred this land to the owners of Koffee Kup Donut Inc. Part 2: Site Plan Design Standards Sec. 6.2.1 Applicability. These standards shall be satisfied for the approval of all development subject to the provisions of this ordinance found in Article 3, Section 3.4.2(1) – Site Plan Review. Sec. 6.2.2 Review Standards (a) Protection of Important Natural Features: The landscape, existing terrain and any significant trees and vegetation shall be preserved in their natural state insofar as practicable in keeping with the objectives of the underlying zoning district. Development and site disturbance shall preserve watercourses, wetlands, steep slopes, flood-prone areas, rock outcroppings, wildlife habitat and travel corridors, specimen trees and contiguous stands of forest, and other sensitive ecological and geological areas insofar as practicable in keeping with the objectives of the underlying zoning district. Site plans shall provide suitable buffers from any proposed site improvements, and maintain continuity and contiguousness of greenspace while allowing reasonable development in support of the overall intent of the zoning district. Where any natural features are proposed to be removed or the topography altered, special attention shall be given to replace or mitigate the loss of such features. Any development occurring on parcels containing significant natural areas identified in the city’s Open Space Protection Plan shall avoid disturbance to these natural areas and establish appropriate buffers that protect their natural functions. 436 Riverside Avenue falls within the Steep Slope Overlay. Revised overlay mapping illustrates the proposed development area just north of the continuous land with average slope 15% or greater over 50’ intervals. (b) Topographical Alterations: Alteration to the natural contour of the site shall minimize grading, cut, and fill, and shall take necessary measures to protect against erosion and future instability. Any grade changes shall be in keeping with the general appearance of neighboring developed areas. In areas where more intense levels of development are 4 Page 6 of 119  encouraged, development should seek to take advantage of topographical changes to hide and/or blend new construction into the landscape. Proposed design and construction details for any cut and fill, or retaining walls over 3-feet in height, or any height along the lakeshore, shall be subject to review and approval by the city engineer before receiving approval of the site plan. This site is a partially demolished manufacturing site (Koffee Kup Bakery) with concrete remnants and voids in the foundation. If the redevelopment includes any changes to the topography/slope, the applicant shall provide details and engineering support for such changes, which includes installation or replacement of any retaining walls. (c) Protection of Important Public Views: There are no protected views from or through this site. Not applicable. (d) Protection of Important Cultural Resources: There are no listed historic resources at this development site. Not applicable. (e) Supporting the Use of Renewable Energy Resources: Where feasible, the site plan should be so designed as to take advantage of the site’s inherent potential to utilize sources of renewable energy including direct sunlight, wind, or running water. The site plan should also incorporate site planning and landscaping decisions intended to minimize energy demand such as siting buildings to maximize solar access or the use of deciduous and coniferous trees to create shade and windbreak. Buildings should, where appropriate within the context of the neighborhood development pattern, maximize their solar exposure by being oriented to maximize natural light and heat gain during winter months, and to minimize casting shadows into ground floor living space of a building on an adjacent property. Due to the topography of the site, the southerly exposure immediately fronts a significant grade increase that would prevent a typical siting advantage for solar gain. No part of this application will preclude the use of rooftop solar, wind, water, geothermal or other renewable energy resource. (f) Brownfield Sites: Where a proposed development involves a known or suspected brownfield, the site plan shall indicate areas of known or suspected contamination, and the applicant shall identify completed or planned remediation necessary to support the intended use(s). 436 Riverside Avenue is not listed on the Brownfield or Hazardous Site list on the Agency of Natural Resources Vermont Environmental Research Tool site. (g) Provide for nature's events: Special attention shall be accorded to stormwater runoff so that neighboring properties and/or the public stormwater drainage system are not adversely affected. All development and site disturbance shall follow applicable city and state erosion and 5 Page 7 of 119  stormwater management guidelines in accordance with the requirements of Art 5, Sec 5.5.3. Both Stormwater and Erosion Prevention and Sediment Control Plans are required. Preliminary plans have been provided and shared with the Stormwater engineer. Design features which address the effects of rain, snow, and ice at building entrances, and to provisions for snow and ice removal or storage from circulation areas shall also be incorporated. The pedestrian entry on the north is protected by a canopy; the entry on the east is located under a staircase; and the entry on the south (rear) is within a protected canopy cover. (h) Building Location and Orientation: The introduction of new buildings and additions shall be consistent with the intent of the district. New buildings and additions should be aligned with the front façade of neighboring buildings to reinforce the existing “street-edge,” or where necessary, located in such a way that complements existing natural features and landscapes. Buildings placed in mixed-use areas where high volumes of pedestrian traffic are desired should seek to provide sufficient space (optimally 12-15 feet) between the curbline and the building face to facilitate the flow of pedestrian traffic. In such areas, architectural recesses and articulations at the street-level are particularly important, and can be used as an alternative to a complete building setback in order to maintain the existing street wall. Principal buildings shall have their main entrance facing and clearly identifiable from the public street. The building is pulled up close to the front property line to reinforce the existing street edge and align companionably with the neighboring building. (Front yard setback in NAC is 0’.) A pedestrian entry is available on the north (front) elevation, covered by a small canopy and with a sidewalk directing visitors to that entry. (i)Vehicular Access: Curb cuts shall be arranged and limited in number to reduce congestion and improve traffic safety. A secondary access point from side roads is encouraged where possible to improve traffic flow and safety along major streets. The width and radius of curb cuts should be kept to the minimum width necessary, and sight triangles and sufficient turnarounds for vehicles shall be provided to reduce the potential for accidents at points of egress. Driveways for commercial properties may require a traffic study to identify the impacts of the movement of traffic to and from the property, and design for safe access. Access for service and loading areas should be located behind buildings or otherwise screened from streets or public ways with landscaping or other barriers. Whether commercial or residential, shared driveways are encouraged, where possible and appropriate. There are two curb cuts/access points to facilitate vehicular circulation, which is likely to include larger trucks and trailers intended to be transporting storage and bulk items. The 6 Page 8 of 119  circulation plan is commensurate yet clearly functional to the intended use on this almost 2- acre site, and better organized than the previous bakery/manufacturing site plan. The Department of Public works has been invited to provide comment on the vehicular circulation and site plan. (j) Pedestrian Access: Pedestrians shall be provided one or more direct and unobstructed paths between a public sidewalk and the primary building entrance. Well defined pedestrian routes shall be provided through parking areas to primary building access points and be designed to provide a physical separation between vehicles and pedestrians in a manner that minimizes conflicts and improves safety. Where sidewalks and driveways meet, the sidewalk shall be clearly marked by differentiated ground materials and/or pavement markings. As noted, there is a short walkway from the public sidewalk to a principal entry on the north elevation; however, it is understood that the majority of the traffic will come by truck/trailer/car for the purposes of delivering and accessing internal storage. (k) Accessibility for the Handicapped: Special attention shall be given to the location and integration of accessible routes, parking spaces, and ramps for the disabled. Special attention shall also be given to identifying accessible access points between buildings and parking areas, public streets and sidewalks. The federal Americans with Disabilities Act Accessibility Guidelines (ADAAG) shall be used as a guide in determining the adequacy of the proposed development in addressing the needs of the disabled. ADA compliance is under the jurisdiction of the building official. One accessible parking space is identified on Plan C1.42, behind the storage building but adjacent to building access. ADA accessible rest room facilites are noted on floor plans, as are accessible storage rental options. Reference is made to floor plan A1. (l) Parking and Circulation: To the extent possible, parking should be placed at the side or rear of the lot and screened from view from surrounding properties and adjacent public rights of ways. The site plan defines 5 surface parking spaces behind the building, one of them accessible. Customers will drive to the back of the site, where they can drive into the building, and unload the materials they want to store. The nature of the business (storage) means fewer parking spaces are required, and customers can access storage units 24 hrs. a day by entering the building. Parking shall be laid out to provide ease in maneuvering of vehicles and so that vehicles do not have to back out onto city streets. Dimensions of spaces shall at a minimum meet the requirements as provided in Article 8. The perimeter of all parking areas shall be designed with anchored curb stops, landscaping, or other such physical barriers to prevent vehicles from encroaching into adjacent green spaces. 7 Page 9 of 119 The rear surface parking spaces are compliant in dimensions. Vehicular movement is naturally limited by the significant change in grade to the south, which will include a replacement retaining wall. Surface parking and maneuvering areas should be shaded in an effort to reduce their effect on the local microclimate, air quality, and stormwater runoff with an objective of shading at least 30% of the parking lot. Shading should be distributed throughout the parking area to the greatest extent practical, including within the interior depending on the configuration. New or substantially improved parking areas with 15 or more parking spaces shall include a minimum of 1 shade tree per 5 parking spaces with a minimum caliper size of 2.5”-3” at planting. Up to a 30% waiver of the tree planting requirement may be granted by the development review board if it is found that the standard requirement would prove impractical given physical site constraints and required compliance with minimum parking requirements. All new shade trees shall be: of a species appropriate for such planting environments, expected to provide a mature canopy of no less than 25-feet in diameter, and selected from an approved list maintained by the city arborist. Existing trees retained within 25-feet of the perimeter of the parking area (including public street trees), and with a minimum caliper size greater than 3-inches, may be counted towards the new tree planting requirement. Opportunities for planting are limited in the rear due to the grade change. The landscaping plan (LA 01 and LA 02) define plantings both to the east and west, as well as additional street trees. The species and method of installation have been reviewed by Parks and Recreation representatives and the city arborist, and have met their approval. All parking areas shall provide a physical separation between moving and parked vehicles and pedestrians in a manner that minimizes conflicts and gives pedestrians a safe and unobstructed route to building entrance(s) or a public sidewalk. The limited parking in the rear is immediately adjacent to a loading area with pedestrian entrances to the building. Where bicycle parking is provided, access shall be provided along vehicular driveways or separate paths, with clearly marked signs indicating the location of parking areas. Where bicycle parking is located proximate to a building entrance, all shared walkways shall be of sufficient width to separate bicycles and pedestrians, and be clearly marked to avoid conflicts. All bicycle parking areas shall link directly to a pedestrian route to a building entrance. All bicycle parking shall be in conformance with applicable design & construction details as provided by the dept. of public works. No bicycling parking is identified on the site plan. Table 8.2.4-1 defines the requirement for 1 per 20,000 sq. ft Long Term bike parking spaces, and at least 2 per public entrance (1 per 25,000 sq. ft.) The applicant will need to refine the site plan to demonstrate compliance with bike parking standards. 8 Page 10 of 119 (m) Landscaping, Fences and Retaining Walls: Landscaping shall be used to beautify the development site and to provide specific functions and benefits to the uses and buildings on the site. These include but are not limited to stormwater retention and erosion control, winter windbreaks and summer shade, recreational and habitat corridors, buffers and screening of parking areas, and creating privacy for and from adjacent property. Existing trees shall be retained and incorporated into a landscape plan to the extent possible, and existing trees to be retained shall be protected during construction in accordance with specifications provided by the city arborist. Contiguous green space, both within the site and with adjacent properties, should be provided on a site whenever possible and be designed to provide wildlife travel corridors and habitat preservation, as well as enabling recreational access. If open space is intended to be publicly accessible, it shall be designed to maximize accessibility for all individuals including the disabled, encourage social interaction, and facilitate ease of maintenance. Along the street edge, landscaping shall be used to provide a visual buffer into parking areas from the public street and reinforce the streetscape. Reference is made to plans LA-01 and LA-02. Street trees have been found acceptable to the city arborist. The selection of plant materials and planting sites should create a sustainable landscape, and consideration shall be given to factors such as hardiness, salt tolerance, disease resistance, invasiveness, root and canopy spread, underground and overhead utilities, soil conditions, and microclimates. The use of native plant materials is encouraged, and the use of plants considered invasive by VT Agency of Agriculture shall be prohibited. For more information on sustainable landscapes, applicants are encouraged to consult Planting Sustainable Landscapes: A Guide for Plan Reviewers prepared for the Vermont Department of Forests Parks and Recreation by the Vermont Chapter of the American Society of Landscape Architects. New or replacement street trees shall be provided consistent with the city’s Street Tree Master Plan. All proposed street trees shall be selected and planted in accordance with specifications provided by the city arborist. Fences may be placed within the required setback along a property line, but shall be setback sufficiently to provide for the maintenance of both sides of the fence without entering onto the adjacent property and shall present a finished side to the adjoining property and public street. Fences placed within a clear sight triangle shall adhere to the standards of Sec. 5.2.6 I. Styles, materials, and dimensions of the proposed fence shall be compatible with the context of the neighborhood and the use of the property. No fences are proposed. Not applicable. Retaining walls greater than 5 feet tall shall incorporate textured surfaces, terracing, and/or vegetation to avoid long monotonous unarticulated expanses and to minimize adverse visual impacts to neighboring properties. As with fences, retaining wall styles, materials, and dimensions shall be compatible with the context of the neighborhood and use of the property. 9 Page 11 of 119 Although a replacement retaining wall is identified on Plan C2.01, no plans are included. This replacement wall encroaches upon the identified Steep Slopes overlay, requiring engagement of a geotechnical engineer. Reference is made on the plans to a geotechnical report dated 10.31.2024 by Terracon, but it is not included within the submission materials. The applicant has been requested to provide geotechnical supporting materials as required by Section 5.2.4 (b), Steep Slopes. (n) Public Plazas and Open Space: No public plaza is proposed, or required. Not applicable. (o) Outdoor Lighting: Where exterior lighting is proposed the applicant shall meet the lighting performance standards as per Sec 5.5.2. Plan L1.01 defines compliant light levels and fixture mounting/pole heights. (p) Integrate infrastructure into the design: Exterior storage areas, machinery and equipment installations, service and loading areas, utility meters and structures, mailboxes, and similar accessory structures shall utilize setbacks, plantings, enclosures and other mitigation or screening methods to minimize their auditory and visual impact on the public street and neighboring properties to the extent practicable. An electrical transformer is illustrated adjacent to the westerly drive. This may be an existing utility connection, as it is present within an electrical easement area. There are 0’ required setbacks in the zoning district. Utility and service enclosures and screening shall be coordinated with the design of the principal building, and should be grouped in a service court away from public view. On- site utilities shall be place underground whenever practicable. Trash and recycling bins and dumpsters shall be located, within preferably, or behind buildings, enclosed on all four (4) sides to prevent blowing trash, and screened from public view. 10 Page 12 of 119 Access to refuse area is identified on the floor plans; interior to the building. Any development involving the installation of machinery or equipment which emits heat, vapor, fumes, vibration, or noise shall minimize, insofar as practicable, any adverse impact on neighboring properties and the environment pursuant to the requirements of Article 5, Part 5 Performance Standards. A concrete pad for mechanical equipment is illustrated on the south/east corner of the building. It is screened by landscaping. Part 3: Architectural Design Standards Sec. 6.3.1 Applicability. These standards are enacted and shall be satisfied for the approval of all development subject to the provisions of this ordinance found in Article 3, Section 3.4.2(b) – Design Review. Sec. 6.3.2 Review Standards a) Relate development to its environment: Proposed buildings and additions shall be appropriately scaled and proportioned for their function and with respect to the purpose of the zoning district. They should integrate harmoniously into the topography, and to the use, scale, and architectural details of existing buildings in the vicinity; however, such consideration shall not require building height to be more limited than otherwise allowed within an applicable zoning district or overlay zone per Article 4. The following shall be considered: b. Massing, Height and Scale: While architectural styles or materials may vary within a streetscape, proposed development should maintain an overall scale similar to that of surrounding buildings, or provide a sensitive transition, where appropriate, to development of a dissimilar scale. 11 Page 13 of 119  Where the zoning encourages greater intensity and larger scale buildings in high density residential and non-residential zoning districts, buildings that are over 3- stories should provide a transition by employing design elements that reduce the apparent building mass from the street level. Taller buildings and elements are most appropriate where they provide a focal point of a terminal view, anchor a street corner, frame view corridors, or relate to larger scaled structures. The impacts at the street-level of increased or altered wind currents and downdrafts created by buildings over six (6) stories should be considered. The building is proposed to be 32’ in height and two stories. Abutting buildings are smaller in scale (existing UHaul facility, a convenience store, and residential to the east) reflecting earlier service-oriented development patterns. Development across the street is split between earlier industrial type uses (Queen City Steel, warehousing) but the building massing in that example is ameliorated with the step grade changes at Intervale Road. The proposed building is compliant with height limitations of the ordinance. Buildings should maintain consistent massing and perceived building height at the street level, regardless of the overall bulk or height of the building. Buildings should maintain a relationship to the human scale through the use of architectural elements, variations of proportions and materials, and surface articulations. Large expanses of undifferentiated building wall along the public street or sidewalk shall be avoided. The apparent mass and scale of buildings shall be broken into smaller parts by articulating separate volumes reflecting existing patterns in the streetscape, and should be proportioned to appear more vertical than horizontal in order to avoid monotonous repetition. (See also (d) Provide an active and inviting street edge below.) Design efforts, with differing materials, colors and building articulation break up the massing of the structure and present differing volumes to the streetscape. Revised elevations were uploaded February 25, 2026. 2. Roofs and Rooflines. New buildings should incorporate predominant roof forms and pitches within the existing neighborhood and appropriate to the context. Large expanses of undifferentiated roof forms shall be avoided. This can be achieved by incorporating dormers or some variation in the roof form to lessen the impact of the massing against the sky. While flat roofs can be a reasonable architectural solution, pitched roof forms and architectural elements that enhance the city’s skyline are strongly encouraged. Roof eaves, parapets, and cornices should be articulated as an architectural detail. Roof-top mechanicals shall be screened from view from the public street, and should be incorporated into and hidden within the roof structure whenever possible. Solar panels, light colored ballast or roof membranes, split roof clerestories, planted or “green” roof technologies (with a clearly articulated maintenance plan) and “gray water” collection are encouraged. Active rooftop uses are also encouraged to add to the visual complexity and activity of the city’s skyline, and afford public access to otherwise unseen views of the city and surrounding landscape. 12 Page 14 of 119 A flat roof is proposed, consistent with other manufacturing/warehouse/commercial buildings on Riverside Avenue. Revised plans have removed the undulating parapet and toned down the contrasting materials. 3. Building Openings Principal entrances shall be clearly defined and readily identifiable from a public street whether by a door, a canopy, porch, or other prominent architectural or landscape features. People with physical challenges should be able to use the same entrance as everyone-else and shall be provided an “accessible route” to the building. Attention shall also be accorded to design features which provide protection from the affects of rain, snow, and ice at building entrances, and to provisions for snow and ice removal or storage. Window openings shall maintain consistent patterns and proportions appropriate to the use. The window pattern should add variety and interest to the architecture, and be proportioned to appear more vertical than horizontal. Where awnings over windows or doors are used, the lowest edge of the awning shall be at least eight (8) feet above any pedestrian way, and shall not encroach into the public right-of-way without an encroachment permit issued by the dept. of public works. Buildings placed on a side or rear property line where no setback is required shall contain neither doors nor windows along such façade so as not to restrict future development or re-development options of the adjacent property due to fire safety code restrictions. Otherwise, they should be setback a minimum of 5-feet. To meet the function of the proposed warehouse while satisfying design requirements, elements like false windows and doors are included. The applicant has confirmed that the windows are transparent. An accessible entry is available at the rear/south of the building. Window patterns maintain consistent patterns and proportions. The building will be entirely sprinkled, satisfying building code requirements. A 56’ wide awning is included over the rear loading dock area. A pedestrian entry, with canopy, is identified on the primary façade. 13 Page 15 of 119 (b) Protection of Important Architectural Resources: Although Koffee Kup Donuts were considered legenday, the remaining concrete structural remnants of the building are not. Not applicable. (c) Protection of Important Public Views: There are no protected views from or through this parcel. Not applicable. (d) Provide an active and inviting street edge: Building facades shall be varied along the street edge by the integration of architectural features, building materials, or physical step-backs of the façade along its length. Large expanses of undifferentiated building wall shall be avoided. This may be accomplished by incorporating fenestration patterns, bays, horizontal and vertical façade articulations, the rhythm of openings and prominent architectural features such as porches, patios, bays, articulated bases, stepping back an elevation relative to surrounding structures, and other street level details. The use of traditional components such as parapet caps, cornices, storefronts, awnings, canopies, transoms, kick plates, and recessed entries are highly encouraged. In areas where high volumes of pedestrian traffic are desired, the use of architectural recesses and articulations at the street-level are particularly important in order to facilitate the flow of pedestrian traffic. Non-residential buildings should provide visual access into the interior of building at the street level through the use of large transparent windows and/or window displays in order to create a dynamic and engaging public streetscape. The use of mirrored, frosted, or tinted glass shall not be permitted along an active pedestrian street-level façade. In contrast, residential buildings may be slightly recessed and/or elevated from the street- level in order to provide privacy. In such cases, visual interest along the streetscape can be provided through the use of landscaping, porches, and other similar features that offer a transition between public and private space. This is a curious dynamic; where the intent of the building is to provide large-scale convenient public storage but the standards demand transparent windows into the building along the streetfrontage. The applicant team has exercised significant design efforts to make the building interesting and dynamic; but a warehouse is ultimately just that. The windows on the second story level are transparent. The use of (false) garage doors and windows along the streetfront are an attempt to provide interest and to break up the large building expanse; a dual advantage is that the arrangement suggests the very use that the building proposes: Storage. In some manner, the multiple false doors are a type of “window display” for the public, even if false. In this unique situation, the design team has successfully integrated the proposed use with a building articulating the purpose, in an interesting and engaging manner. In reality, few warehouses front a public street. (e) Quality of materials: All development shall maximize the use of highly durable building materials that extend the life cycle of the building, and reduce maintenance, waste, and environmental impacts. Such materials are particularly important in certain highly trafficked locations such as along major streets, sidewalks, loading areas, and driveways. Efforts to incorporate the use of recycled content materials and building materials and products that are extracted and/or manufactured within the region are highly encouraged. 14 Page 16 of 119 Elevation sheets define the intended use of insulated metal panels (IMP) with metal trim and a metal awning. See revised elevations on Sheets 1-4 for further details. Owners of historic structures are encouraged to consult with an architectural historian in order to determine the most appropriate repair, restoration or replacement of historic building materials as outlined by the requirements of Art 5, Sec. 5.4.8. Not applicable. (f) Reduce energy utilization: New structures should incorporate the best available technologies and materials in order to maximize energy efficient design. All new construction shall meet the Guidelines for Energy Efficient Construction pursuant to the requirements of Article VI. Energy Conservation, Section 8 of the City of Burlington Code of Ordinances. New structures should take advantage of solar access where available, and shall undertake efforts to reduce the impacts of shadows cast on adjacent buildings where practicable, in order to provide opportunities for the use of active and passive solar utilization. As the proposed building backs up to a significant slope on the south, solar opportunities are somewhat limited. At 32’ but in the proposed topographic location, the building has limited potential to cast shadows on neighboring properties. The property to the immediate east is wooded. As new construction, Burlington’s Thermal Heating Ordinance applies. The applicant is encouraged to connect with Burlington Electric staff to understand requirements for compliance. (g) Make advertising features complementary to the site: Where signs and other advertising features are proposed, the applicant shall meet the requirements as per Article 7 – Signs. The size, location, design, texture, lighting, and materials of all exterior signs and advertising features shall not detract from the use and enjoyment of proposed buildings or surrounding properties. National branding through signage and architecture shall be discouraged. Any signage shall require a separate sign permit. The wall sign (“U-Haul Center) illustrated on Sheet 01 of Sign plan is non compliant to Article 7 of the ordinance. Wall signs may not be mounted above the second-floor level of the building. The applicant could explore Window signs, Freestanding Signs, or a Monument Sign as alternatives. (h) Integrate infrastructure into the building design: Exterior machinery and equipment installations, service and loading areas, utility meters and structures, mailboxes, and similar accessory features shall utilize setbacks, plantings, enclosures and other mitigation or screening methods to minimize their auditory and visual impact on the public street and neighboring properties. Rooftop mechanicals, including heating and cooling devices and elevator equipment, should be incorporated into the structure’s design, and shall be arranged to minimize their visibility from the street level. Such features, in excess of one foot in height, shall be 15 Page 17 of 119  either enclosed within the roof structure, outer building walls, or parapets, or designed so that they are integrated into the overall design and materials of the building. Where such rooftop features do not exceed ten percent (10%) of the total roof area, they may be considered “ornamental and symbolic features” pursuant to Sec. 5.2.7 for the purposes of measuring building height. Any development involving the installation of machinery or equipment which emits heat, vapor, fumes, vibration, or noise shall minimize any adverse impact on neighboring properties and the environment pursuant to the requirements of Article 5, Part 5 Performance Standards. See Section 6.2.2 (p) above. (b) Make spaces secure and safe: Spaces shall be designed to facilitate building evacuation, accessibility by fire, police or other emergency personnel and equipment, and, to the extent feasible, provide for adequate and secure visibility for persons using and observing such spaces. Building entrances/entry points shall be visible and adequately lit, and intercom systems for multi- family housing should be incorporated where possible, to maximize personal safety. The fire marshal has expressed concern about the isolation between the proposed building and the embankment at the rear; especially where no employees are proposed to be in the building. Some methodology to monitor activity in the back and prepare for immediate response is recommended, i.e. video monitoring with a system for response to minimize the opportunity for malicious or nefarious unmonitored activity. The applicant has defined a security system that will provide real-time information and facilitate response to any activity in the rear. This is recommended as a condition. Sec. 5.4.8 Historic Buildings and Sites Not applicable. Items for the Board’s consideration: 1. At least 2 short term bicycle parking spaces shall be provided near a pedestrian entrance; and one long term bike parking space. (This may include on the interior.) 2. Encroachment into the Steep Slopes Overlay requires participating of a geotechnical engineer. Plans reference a Geotechnical study dated 10.31.2024 by Terracon, however that document has not been provided within the submission. See Section 5.2.4 (b) for submission requirements to be provided to the Development Review Board. 3. A plan for the retaining wall shall be provided. 4. Burlington’s Thermal Heating Ordinance applies to this redevelopment. Please connect with CBurns@burlingtonelectric.com for guidance and requirements for compliance. 5. A methodology for building monitoring, especially in the rear of the building, is recommended by the fire marshal to prevent malicious or unlawful behaviour. A plan for response, in the case of such behaviour is also recommended. 16 Page 18 of 119 Page 19 of 119 Page 20 of 119 Page 21 of 119 Page 22 of 119 Page 23 of 119 Page 24 of 119 Page 25 of 119 Department of Permiting and Inspections William Ward, Director Zoning Division Scott Gustin, AICP, CFM, Principal Planner 645 Pine Street Mary O’Neil, AICP, Principal Planner Kirk Dressing, Associate Planner Burlington, VT 05401 Joseph Cava, Planning Technician www.burlingtonvt.gov/pz Collin Naheedy, Zoning Compliance Officer Phone: (802) 865-7188 Fax: (802) 865-7195 MEMORANDUM To: The Design Advisory Board From: Mary O’Neil, AICP, Principal Planner RE: ZP-26-64 Location: 86 Lakeview Terrace Date: March 17, 2026 File: ZP-26-64 Location: 86 Lakeview Terrace Zone: RM Ward: 2 Date application accepted: February 24, 2026 Applicant/ Owner: Krishna Mangipudi Request: Construct single family home, garage and ADU on vacant lot. Background: • Zoning Permit Application; Determination of Developable Lot. Application withdrawn. October 2002. Overview: The programs and services of the City of Burlington are accessible to people with disabilities. For accessibility information call 865-7188 (for TTY users 865-7142). Page 26 of 119 86 Lakeview Terrace is a vacant lot. This application proposes development of a single-family home with a detached garage/ADU. Part 1: Land Division Design Standards No land division is proposed. Not applicable. Part 2: Site plan Design Standards Sec. 6.2.2 Review Standards (a) Protection of Important Natural Features: The landscape, existing terrain and any significant trees and vegetation shall be preserved in their natural state insofar as practicable in keeping with the objectives of the underlying zoning district. Development and site disturbance shall preserve watercourses, wetlands, steep slopes, flood-prone areas, rock outcroppings, wildlife habitat and travel corridors, specimen trees and contiguous stands of forest, and other sensitive ecological and geological areas insofar as practicable in keeping with the objectives of the underlying zoning district. Site plans shall provide suitable buffers from any proposed site improvements, and maintain continuity and contiguousness of greenspace while allowing reasonable development in support of the overall intent of the zoning district. Where any natural features are proposed to be removed or the topography altered, special attention shall be given to replace or mitigate the loss of such features. Any development occurring on parcels containing significant natural areas identified in the city’s Open Space Protection Plan shall avoid disturbance to these natural areas and establish appropriate buffers that protect their natural functions. At present, this is an empty lot with some shrubbery and a gate fronting Lakeview Terrace. A landscaping plan has been provided. Reference is made to Plan L1.2. (b) Topographical Alterations: No topographical changes are proposed. Not applicable. (c) Protection of Important Public Views: There are no protected public views from or through this parcel. Not applicable. (d) Protection of Important Cultural Resources: There are no listed historic structures on this parcel. Not applicable. 2 Page 27 of 119 (e) Supporting the Use of Renewable Energy Resources: Where feasible, the site plan should be so designed as to take advantage of the site’s inherent potential to utilize sources of renewable energy including direct sunlight, wind, or running water. The site plan should also incorporate site planning and landscaping decisions intended to minimize energy demand such as siting buildings to maximize solar access or the use of deciduous and coniferous trees to create shade and windbreak. Buildings should, where appropriate within the context of the neighborhood development pattern, maximize their solar exposure by being oriented to maximize natural light and heat gain during winter months, and to minimize casting shadows into ground floor living space of a building on an adjacent property. The development is subject to Article V: Burlington’s Thermal Heating Systems ordinance. The applicant shall demonstrate that the new building will utilize renewable energy thermal energy systems. Applicants utilizing a fossil fuel thermal energy system will be assessed a carbon pollution impact fee on the greenhouse gas emissions from the applicants’ building. Reference is made to Section 8-9 of the ordinance for further information. The broad expanse of roof facing south would provide an excellent location for solar panels, should the applicant develop the property “solar ready.” There is nothing within the application to prevent the use of wind, water, solar, geothermal or other renewable energy resource. (f) Brownfield Sites: Where a proposed development involves a known or suspected brownfield, the site plan shall indicate areas of known or suspected contamination, and the applicant shall identify completed or planned remediation necessary to support the intended use(s). 86 Lakeview Terrace is not listed on Vermont’s Department of Environmental Conservation’s list of Brownfields. Not applicable. (g) Provide for nature's events: Special attention shall be accorded to stormwater runoff so that neighboring properties and/or the public stormwater drainage system are not adversely affected. All development and site disturbance shall follow applicable city and state erosion and stormwater management guidelines in accordance with the requirements of Art 5, Sec 5.5.3. An Erosion Prevention and Sediment Control Plan, as well as a Stormwater Plan will be required for review and approval by the Stormwater engineer. Design features which address the effects of rain, snow, and ice at building entrances, and to provisions for snow and ice removal or storage from circulation areas shall also be incorporated. A covered porch on the principal structure will provide an element of shelter for residents from inclement weather. For the same reason, a canopy over the entrance to the ADU is recommended. 3 Page 28 of 119 (h) Building Location and Orientation: The introduction of new buildings and additions shall be consistent with the intent of the district. New buildings and additions should be aligned with the front façade of neighboring buildings to reinforce the existing “street-edge,” or where necessary, located in such a way that complements existing natural features and landscapes. The new single-family home is compliant with front yard setback requirements, and nicely “fills in the street”, aligning with the front façade of neighboring buildings. Principal buildings shall have their main entrance facing and clearly identifiable from the public street except as allowed in Sec. 5.2.2 and Sec. 11.1.5. The proposal includes a front porch and easily identifiable front entry door. In residential areas, accessory buildings shall be located in such a way so as to be secondary and subordinate in scale and design to the principal structure. A parking structure – either attached or detached – shall be setback from the longest street-facing wall of the principal structure and be deferential yet consistent in character and design. The plan includes a detached garage, set behind the single-family home. It is compatible and deferential to the principal structure. (i)Vehicular Access: Curb cuts shall be arranged and limited in number to reduce congestion and improve traffic safety. A secondary access point from side roads is encouraged where possible to improve traffic flow and safety along major streets. The width and radius of curb cuts should be kept to the minimum width necessary, and sight triangles and sufficient turnarounds for vehicles shall be provided to reduce the potential for accidents at points of egress. 4 Page 29 of 119  There is currently no curb cut for 86 Lakeview Terrace. A curb cut permit will be required from DPW Public Works. Whether commercial or residential, shared driveways are encouraged, where possible and appropriate. The driveway is not proposed to be shared. (j) Pedestrian Access: Pedestrians shall be provided one or more direct and unobstructed paths between a public sidewalk and the primary building entrance. Well defined pedestrian routes shall be provided through parking areas to primary building access points and be designed to provide a physical separation between vehicles and pedestrians in a manner that minimizes conflicts and improves safety. Where sidewalks and driveways meet, the sidewalk shall be clearly marked by differentiated ground materials and/or pavement markings. A sidewalk is proposed between the public sidewalk and the residence. Those utilizing the ADU will be required to walk up the driveway. If the ADU is rented, a pedestrian walkway needs to be identified between the public sidewalk and the rear structure. (k) Accessibility for the Handicapped: Special attention shall be given to the location and integration of accessible routes, parking spaces, and ramps for the disabled. Special attention shall also be given to identifying accessible access points between buildings and parking areas, public streets and sidewalks. The federal Americans with Disabilities Act Accessibility Guidelines (ADAAG) shall be used as a guide in determining the adequacy of the proposed development in addressing the needs of the disabled. ADA access is not required of single-family homes. Vermont “Visitability” standards are encouraged. The building official has the jurisdiction of enforcement of ADA standards. (l) Parking and Circulation: To the extent possible, parking should be placed at the side or rear of the lot and shall be screened from view from surrounding properties and adjacent public rights of ways. Parking areas of more than 20 spaces should be broken into smaller areas separated by landscaping. Attempts to link adjacent parking lots or provide shared parking areas which can serve neighboring properties simultaneously shall be strongly encouraged. Parking shall be laid out to provide ease in maneuvering of vehicles and so that vehicles do not have to back out onto city streets. Dimensions of spaces shall at a minimum meet the requirements as provided in Article 8. The perimeter of all parking areas shall be designed with anchored curb stops, landscaping, or other such physical barriers to prevent vehicles from encroaching into adjacent green spaces. 5 Page 30 of 119  Surface parking and maneuvering areas should be shaded in an effort to reduce their effect on the local microclimate, air quality, and stormwater runoff with an objective of shading at least 30% of the parking lot. Shading should be distributed throughout the parking area to the greatest extent practical, including within the interior depending on the configuration. The planting plan includes 5’ tall arborvitae north of the driveway. While these would successfully screen the parking area, they unfortunately violate the Clear Site Triangle. No plantings within 25’ of the driveway entrance (and 15’ up the driveway) may exceed 3’ in height to allow for clear visibility of pedestrians and bicyclists. All parking areas shall provide a physical separation between moving and parked vehicles and pedestrians in a manner that minimizes conflicts and gives pedestrians a safe and unobstructed route to building entrance(s) or a public sidewalk. If the ADU is being utilized, a pedestrian walkway shall be identified between the public sidewalk and the building entrance. Where bicycle parking is provided, access shall be provided along vehicular driveways or separate paths, with clearly marked signs indicating the location of parking areas. Where bicycle parking is located proximate to a building entrance, all shared walkways shall be of sufficient width to separate bicycles and pedestrians, and be clearly marked to avoid conflicts. All bicycle parking areas shall link directly to a pedestrian route to a building entrance. All bicycle parking shall be in conformance with applicable design & construction details as provided by the dept. of public works. Long Term bike parking is required per the following standard: Long Term Spaces; 1 per 2 bedrooms. With 3 bedrooms in the principal structure and a studio in the rear, 2 long term bike parking spaces shall be identified within the plan. (m) Landscaping, Fences and Retaining Walls: Landscaping shall be used to beautify the development site and to provide specific functions and benefits to the uses and buildings on the site. These include but are not limited to stormwater retention and erosion control, winter windbreaks and summer shade, recreational and habitat corridors, buffers and screening of parking areas, and creating privacy for and from adjacent property. Existing trees shall be retained and incorporated into a landscape plan to the extent possible, and existing trees to be retained shall be protected during construction in accordance with specifications provided by the city arborist. The selection of plant materials and planting sites should create a sustainable landscape, and consideration shall be given to factors such as hardiness, salt tolerance, disease resistance, invasiveness, root and canopy spread, underground and overhead utilities, soil conditions, and microclimates. The use of native plant materials is encouraged, and the use of plants considered invasive by VT Agency of Agriculture shall be prohibited. 6 Page 31 of 119  No street trees are proposed in the ROW. See previous comment about allowable height of landscaping in proximity to a driveway. Fences may be placed within the required setback along a property line, but shall be setback sufficiently to provide for the maintenance of both sides of the fence without entering onto the adjacent property and shall present a finished side to the adjoining property and public street. Fences placed within a clear sight triangle shall adhere to the standards of Sec. 5.2.6 (d). Styles, materials, and dimensions of the proposed fence shall be compatible with the context of the neighborhood and the use of the property. There is an existing fence on the south and east property line. No retaining walls are proposed. (n) Public Plazas and Open Space: Not applicable. (o) Outdoor Lighting: Where exterior lighting is proposed the applicant shall meet the lighting performance standards as per Sec 5.5.2. The application includes recessed downlights (assumed to be for the porch), and wall sconces. All are residential in nature. Their specific installation locations shall be identified on the site plan/building elevations as appropriate. 7 Page 32 of 119 (p) Integrate infrastructure into the design: Exterior storage areas, machinery and equipment installations, service and loading areas, utility meters and structures, mailboxes, and similar accessory structures shall utilize setbacks, plantings, enclosures and other mitigation or screening methods to minimize their auditory and visual impact on the public street and neighboring properties to the extent practicable. Utility and service enclosures and screening shall be coordinated with the design of the principal building, and should be grouped in a service court away from public view. On- site utilities shall be place underground whenever practicable. Trash and recycling bins and dumpsters shall be located, within preferably, or behind buildings, enclosed on all four (4) sides to prevent blowing trash, and screened from public view. Any development involving the installation of machinery or equipment which emits heat, vapor, fumes, vibration, or noise shall minimize, insofar as practicable, any adverse impact on neighboring properties and the environment pursuant to the requirements of Article 5, Part 5 Performance Standards. The site plan includes the location and number of condensing units; both of which are hidden by buildings. The location of mailboxes, trash and recycling containers, or any mechanical equipment shall be defined on building elevations or site plan as appropriate. Electrical connection shall be undergrounded. Part 3: Architectural Design Standards Sec. 6.3.2 Review Standards (a) Relate development to its environment: Proposed buildings and additions shall be appropriately scaled and proportioned for their function and with respect to the purpose of the zoning district. They should integrate harmoniously into the topography, and to the use, scale, and architectural details of existing buildings in the vicinity; however, such consideration shall not require building height to be more limited than otherwise allowed within an applicable zoning district or overlay zone per Article 4. The following shall be considered: 1. Massing, Height and Scale: While architectural styles or materials may vary within a streetscape, proposed development should maintain an overall scale similar to that of surrounding buildings, or provide a sensitive transition, where appropriate, to development of a dissimilar scale. In low and medium residential districts, the height and massing of existing residential buildings should be carefully considered when evaluating the compatibility of additions and infill development; however, no modifications by the DRB shall be made to projects which otherwise limit the allowable Principal Structure footprint, 8 Page 33 of 119  height, and number of units per building otherwise permitted by Tables 4.4.5-1 and 4.4.5-2. The proposal includes a 2 ½ story principal structure, with a varying roof pitch that is duplicated on the rear building. In scale and arrangement, it is compatible with existing residential structures of the neighborhood. Buildings should maintain consistent massing and perceived building height at the street level, regardless of the overall bulk or height of the building. Buildings should maintain a relationship to the human scale through the use of architectural elements, variations of proportions and materials, and surface articulations. Large expanses of undifferentiated building wall along the public street or sidewalk shall be avoided. The apparent mass and scale of buildings shall be broken into smaller parts by articulating separate volumes reflecting existing patterns in the streetscape, and should be proportioned to appear more vertical than horizontal in order to avoid monotonous repetition. (See also (d) Provide an active and inviting street edge below.) The addition of an entry porch, paired with a recessed 2nd story porch provide a point/counterpoint to the overall arrangement. The shed roof of the porch repeats the angled roofline, energizing the overall scheme. 2. Roofs and Rooflines. New buildings should incorporate predominant roof forms and pitches within the existing neighborhood and appropriate to the context. Large expanses of undifferentiated roof forms shall be avoided. This can be achieved by incorporating dormers or some variation in the roof form to lessen the impact of the massing against the sky. While flat roofs can be a reasonable architectural solution, pitched roof forms and architectural elements that enhance the city’s skyline are strongly encouraged. Roof eaves, parapets, and cornices should be articulated as an architectural detail. Roof-top mechanicals shall be screened from view from the public street, and should be incorporated into and hidden within the roof structure whenever possible. As noted, the off-set to the roof pitch provides a dynamism to the scheme, yet has a strong reference to neighboring structures with traditional pitched gable roofs. No roof-top mechanicals are included in the submission. Condensing units are placed behind each of the structures. Solar panels, light colored ballast or roof membranes, split roof clerestories, planted or “green” roof technologies (with a clearly articulated maintenance plan) and “gray water” collection are encouraged. Active rooftop uses are also encouraged to add to the visual complexity and activity of the city’s skyline, and afford public access to otherwise unseen views of the city and surrounding landscape. There may be an opportunity to include clerestory windows within the roof “break”. The broad southern exposure of both roofs would readily avail themselves to a solar installation. 9 Page 34 of 119 3. Building Openings Principal entrances shall be clearly defined and readily identifiable from a public street whether by a door, a canopy, porch, or other prominent architectural or landscape features. People with physical challenges should be able to use the same entrance as everyone-else and shall be provided an “accessible route” to the building. Attention shall also be accorded to design features which provide protection from the affects of rain, snow, and ice at building entrances, and to provisions for snow and ice removal or storage. The front entry porch clearly defines the building entrance. As noted, some type of shelter is recommended over the entry to the ADU building. Window openings shall maintain consistent patterns and proportions appropriate to the use. The window pattern should add variety and interest to the architecture, and be proportioned to appear more vertical than horizontal. Window openings are arranged in a consistent pattern, and proportioned appropriately to the use. (b) Protection of Important Architectural Resources: Not applicable. (c) Protection of Important Public Views: There are no protected public views from or through this site. Not applicable. (d) Provide an active and inviting street edge: Building facades shall be varied along the street edge by the integration of architectural features, building materials, or physical step-backs of the façade along its length. Large expanses of undifferentiated building wall shall be avoided. This may be accomplished by incorporating fenestration patterns, bays, horizontal and vertical façade articulations, the rhythm of openings and prominent architectural features such as porches, patios, bays, articulated bases, stepping back an elevation relative to surrounding structures, and other street level details. The use of traditional facade components such as parapet caps, cornices, storefronts, awnings, canopies, transoms, kick plates, and recessed entries are highly encouraged. The plan utilizes references to historic residential architecture with playful geometry to create a contemporary architectural language for these new dwellings. Simple yet pleasant, the façade both references other older homes on the street while inviting interaction with the “new kid”. The recessed 2nd story porch, the extruded shed roof on the porch, and the change in roof plane are all successful techniques to vary wall planes and create interest. (e) Quality of materials: All development shall maximize the use of highly durable building materials that extend the life cycle of the building, and reduce maintenance, waste, and environmental impacts. 10 Page 35 of 119  Such materials are particularly important in certain highly trafficked locations such as along major streets, sidewalks, loading areas, and driveways. Efforts to incorporate the use of recycled content materials and building materials and products that are extracted and/or manufactured within the region are highly encouraged. The sheathing material is a fiber cement product, trim is Boral; windows are fiberglass and the roof shingles are asphalt. All are considered acceptable for new construction. (f) Reduce energy utilization: New structures should incorporate the best available technologies and materials in order to maximize energy efficient design. All new construction shall meet the Guidelines for Energy Efficient Construction pursuant to the requirements of Article VI. Energy Conservation, Section 8 of the City of Burlington Code of Ordinances. New structures should take advantage of solar access where available, and shall undertake efforts to reduce the impacts of shadows cast on adjacent buildings where practicable, in order to provide opportunities for the use of active and passive solar utilization. All new construction shall meet the Guidelines for Energy Efficient Construction pursuant to the requirements of Article VI. Energy Conservation, Section 8 of the City of Burlington Code of Ordinances. (g) Make advertising features complementary to the site: Not applicable. (h) Integrate infrastructure into the building design: See Section 6.2.2 (p), above. (i) Make spaces secure and safe: Spaces shall be designed to facilitate building evacuation, accessibility by fire, police or other emergency personnel and equipment, and, to the extent feasible, provide for adequate and secure visibility for persons using and observing such spaces. Building entrances/entry points shall be visible and adequately lit, and intercom systems for multi- family housing should be incorporated where possible, to maximize personal safety. Street number identification shall be provided for emergency responders. The applicant shall check with the fire marshal about numbering the secondary building. Sec. 5.4.8 Historic Buildings and Sites Not applicable. Items for the Board’s consideration: 1. A canopy is recommended at the entrance to the ADU. 2. A curb cut permit will be required from the Department of Public Works. 11 Page 36 of 119 3. For access to the ADU, a pedestrian walkway needs to be identified between the public sidewalk and the rear structure. 4. This project is subject to Burlington’s Thermal Heating Ordinance. 5. Plantings shall observe the Clear Site Triangle. 6. With 4 bedrooms proposed, the plan shall define the location of 2 long term bike parking spaces. (1 / 2 bedrooms.) 7. Light fixture information, including location, specs and illumination level, shall be provided for review by the Development Review Board. 8. The location of mailboxes, trash and recycling containers, or any mechanical equipment shall be defined on building elevations or site plan as appropriate. 9. Any electrical connection shall be undergrounded. 10. Impact fees may be due at least 7 days prior to issuance of a certificate of occupancy, as determined by the Water Resources Division and the Technical Services Division of the Department of Public Works based on water and wastewater flows and peak hour vehicle trip ends, respectively. 11. All new construction shall meet the Guidelines for Energy Efficient Construction pursuant to the requirements of Article VI. Energy Conservation, Section 8 of the City of Burlington Code of Ordinances. 12. Street number identification shall be provided for emergency responders. The applicant shall confirm numbering of the secondary residential unit for E-911 purposes. 13. Standard Permit Conditions 1-15. 12 Page 37 of 119 Page 38 of 119 Page 39 of 119 Page 40 of 119 Page 41 of 119 Page 42 of 119  MINIMUM SETBACK CALCULATION OWNER/APPLICANT: Krishna & Latha Mangipudi 86 Lakeview Terrace Burlington, Vermont 05401 1'-2" PROPERTY INFORMATION: Adress: 86 Lakeview Terrace, Burlington, VT Parcel ID: 043-3-034-000 Span:114-035-14258 A2 - NORTHERN SIDE YARD SETBACK Area: 0.11 Acres (5,000 s.f.) Zoning: Residential - Medium Intensity (RM) A1 - FRONT YARD SETBACK 4.0' SETBACKS & COVERAGE: FRONT YARD SETBACK: 5'6" A 98 LAKEVIEW TER A3 - SOUTHERN SIDE YARD SETBACK NORTH SIDE YARD SETBACK: 3'11" 0' SOUTH SIDE YARD SETBACK: 4'3" 0' REAR YARD SETBACK: 15' B2 - NORTHERN SIDE YARD SETBACK MAX LOT COVERAGE: 55% B1 - FRONT YARD SETBACK 12'-4" (REMOVED FROM CALC.) B 92 LAKEVIEW TER B3 - SOUTHERN SIDE YARD SETBACK 6" 3'11" LAKEVIEW TERRACE 86 LAKEVIEW TER Article 4: Zoning Maps and Districts 5'-6" 15' Sec. 4.4.5 Residential Districts 4'3" 5'-9" C1 - FRONT YARD SETBACK 6'-7" C2 - NORTHERN YARD SIDE SETBACK C 82 LAKEVIEW TER C3 - SOUTHERN YARD SIDE SETBACK 3'-3" 8'-9" D1 - FRONT YARD SETBACK 11' D2 - NORTHERN YARD SIDE SETBACK D 74 LAKEVIEW TER D3 - SOUTHERN YARD SIDE SETBACK 13' Note: Table taken from the City of Burlington Comprehensive Development Ordainance (p. 4-34) REVISION DATE SCALE: 1" = 30' revised per staff comments 2/26/2026 ISSUED FOR REVIEW 02/26/2026 0 15' 30' 60' 2/17/2026 BURLINGTON, VERMONT 86 LAKEVIEW TERRACE Exh1 Page 43 of 119 SETBACK EXHIBIT Page 44 of 119 Page 45 of 119 Page 47 of 119 Page 49 of 119  OWNER/APPLICANT: Krishna & Latha Mangipudi 86 Lakeview Terrace S Burlington, Vermont 05401 PROPERTY INFORMATION: Adress: 86 Lakeview Terrace, Burlington, VT 3) (21 Parcel ID: 043-3-034-000 Span:114-035-14258 Area: 0.11 Acres (5,000 s.f.) Michael Turner & Zoning: Residential - Medium Intensity (RM) S Mary Jo Reale 0 0 000 SETBACKS & COVERAGE: (212) FRONT YARD SETBACK: 5'6" D W LK NORTH SIDE YARD SETBACK: 3'11" SOUTH SIDE YARD SETBACK: 4'3' S ±100' REAR YARD SETBACK: 15' EX. HYDRANT MAX LOT COVERAGE: 55% 3'11" SETBACK 5.5' SETBACK S (2 14 W T RR ) EX. HEDGE TO BE REMOVED L K S EX. GATE TO BE REMOVED Krishna & Latha Mangipudi ±50' 0 0 000 ±50' (211) S EX. HEDGE TO BE REMOVED EX. TREE TO BE REMOVED 15' SETBACK EX. TREE TO BE REMOVED S W W Woods Douglas & S ST 4'3" SETBACK Woods Jenni er 0 0 5 000 EX. 15" STORM GRAVITY MAIN EX. CB EX. 8" SEWER GRAVITY MAIN ±100' (212) PROPERTY LINE EX. FENCE S ST EX. POLE Odele Peter NOTE: 0 0 5 000 (21 T.J. BOYLE ASSOCIATES DID NOT PERFORM A S 3) SURVEY ON THIS PROJECT. ALL LOCATIONS OF EXISTING INFRASTRUCTURE, TOPOGRAPHY, AND VEGETATION SHOWN ARE APPROXIMATE, ST AND WERE DERIVED FROM A COMBINATION OF (21 OPEN GIS DATA, LiDAR, AND AERIAL IMAGERY. 4) L1.0 REVISION DATE SCALE: 1" = 10' revised per staff comments 2/26/2026 ISSUED FOR REVIEW 2/17/2026 86 LAKEVIEW TERRACE 02/26/2026 BURLINGTON, VERMONT Page 50 of 119 EXISTING CONDITIONS PLAN 0 5' 10' 20'  OWNER/APPLICANT: Krishna & Latha Mangipudi 86 Lakeview Terrace S Burlington, Vermont 05401 PROPERTY INFORMATION: Adress: 86 Lakeview Terrace, Burlington, VT 3) (21 Parcel ID: 043-3-034-000 Span:114-035-14258 Area: 0.11 Acres (5,000 s.f.) Michael Turner & Zoning: Residential - Medium Intensity (RM) S Mary Jo Reale 0 0 000 SETBACKS & COVERAGE: (212) FRONT YARD SETBACK: 5'6" D W LK NORTH SIDE YARD SETBACK: 3'11" SOUTH SIDE YARD SETBACK: 4'3' S ±100' REAR YARD SETBACK: 15' + + + 213.3 EX. HYDRANT 212.6 212.7 MAX LOT COVERAGE: 55% 6' 3'11" SETBACK (213) + + + 213.0 213.5 213.3 COVERAGE CALCULATION 5.5' SETBACK Existing: (2 S Lot Size (50'x100')5,000 sqft. 14 PROPOSED W T RR 5% (21 MEET EX. + 2) DRIVEWAY 213.0+ ) Existing Coverage (0/5,000) x 100 = 0% SIDEWALK +/- 211.0 211.45 212.9 GAR. F.F.E = 213.0 Proposed: + + House (28'x40') 1120 sqft. 4" SDR35 + 212.9 Garage (26'x22') Bulkhead 572 28 sqft. sqft. S S L K S PVC Condensers 12 sqft. 4' PROPOSED GARAGE PORCH Krishna & Latha Mangipudi Driveway 738 sqft. ±50' ±50' 26' x 22' Back Stairs 25 sqft. SEWER TO TIE INTO 0 0 000 Front Stairs 20 sqft. EX. STORM LINE 15' Total 2515 sqft. + 214.17 + + (211) 214.17 212.8 + 213.0 Proposed Coverage (2515/5000)x100 = 50.3% MEET EX. SIDEWALK 213.3 10% Lot Coverage Exemption: S +/- 211.0 6R +/- 6" 213.0 Front Porch (4'x12') 48 sqft. + + CONDENSER PROPOSED HOUSE CONDENSER Back Walk Front Walk 76 40 sqft. sqft. WATER 28' x 40' Total 164 sqft. + 2% (213) 15' SETBACK S W W Exempt Coverage (164/5,000) x 100 = 3.3% FOUNDATION DRAIN TO F.F.E. = 214.67 TIE INTO EX. STORM LINE BILCO TYPE C BULKHEAD 4" FD FD Woods Douglas & S 211.5 212.4 Woods Jenni er ST + + 4'3" SETBACK + 212.3 + 0 0 5 000 5' (212) 212.5 (213) EX. 15" STORM GRAVITY MAIN EX. CB EX. 8" SEWER GRAVITY MAIN ±100' (212) PROPERTY LINE EX. FENCE S ST EX. POLE Odele Peter NOTE: 0 0 5 000 (21 T.J. BOYLE ASSOCIATES DID NOT PERFORM A S 3) SURVEY ON THIS PROJECT. ALL LOCATIONS OF EXISTING INFRASTRUCTURE, TOPOGRAPHY, AND VEGETATION SHOWN ARE APPROXIMATE, ST AND WERE DERIVED FROM A COMBINATION OF (21 OPEN GIS DATA, LiDAR, AND AERIAL IMAGERY. 4) L1.1 REVISION DATE SCALE: 1" = 10' revised per staff comments 2/26/2026 ISSUED FOR REVIEW 2/17/2026 86 LAKEVIEW TERRACE 02/26/2026 BURLINGTON, VERMONT Page 51 of 119 PROPOSED SITE PLAN 0 5' 10' 20'  BEAUTY MEETS DURABILITY CATALOG Page 52 of 119 OVERVIEW The Perfect Balance of Beauty and Strength Balancing beautiful design with superior strength, the Marvin Elevate collection delivers style in any climate. Elevate features warm wood interiors that can blend in or stand out with Ultrex® fiberglass exteriors for lasting durability. The collection offers a range of carefully selected features and options, making it as versatile as it is elegant. LONG-LASTING STRENGTH + BEAUTY DURABLE FINISHES CURATED CHOICES CASEMENT WINDOWS Gunmetal 4 MARVIN ELEVATE COLLECTION MARVIN ELEVATE COLLECTION 5 Page 53 of 119 ELEVATE COLLECTION Ultrex Fiberglass Exteriors Strength Matters Ultrex fiberglass is a unique, proprietary material that ® Ultrex fiberglass is 8x stronger than vinyl and has a low significantly outlasts and outperforms vinyl and vinyl/wood thermal expansion rate. It is heat resistant, non-corrosive, composite materials while offering unmatched durability and has low conductivity. and timeless style. This state-of-the-art material was developed by Marvin and is featured on the exteriors of the Marvin Elevate collection. ® Ultrex fiberglass bends and flexes less than vinyl. This helps maintain the window seals and operation year after year. Marvin uses Ultrex fiberglass because the material you choose for your windows matters. Ultrex is strong, stable, The strength of Ultrex fiberglass allows for a reduced has a durable acrylic finish, and is energy efficient. frame thickness that supports more visible glass, creating a larger view. Durable material weathers better against everyday wear Strength Stability Finish Energy Efficiency and stands the test of time. The strength of Ultrex By expanding and The proprietary acrylic Ultrex fiberglass combined fiberglass translates contracting at nearly the finish is 3x thicker than with energy-efficient glass into long-term ease same rate as glass, Marvin competitive painted options, options can help manage of operation, minimal windows and doors made and resistant to chipping, the amount of light and ULTREX FIBERGLASS IS maintenance, and with Ultrex fiberglass are chalking, or fading. heat entering and leaving 8× 3× superior performance. more resistant to leaks your home. and seal failures. stronger than vinyl stronger than Fibrex® How It’s Made 1 More Glass, More Value Ultrex fiberglass is a composite material made of fine This resistance to bending means we can reduce the glass fibers woven into a cloth then bonded together with 2 frame thickness without impacting the window’s structural a formulated polyester resin. The continuous strands integrity. This allows for more glass, expansive views and of fiberglass give Ultrex its strength in resisting breakage. daylight openings, and less window frame. 3 1 2 3 Raw Fiberglass Strands Pultruded Fiberglass Proprietary Acrylic Finish Ultrex fiberglass provides Thicker vinyl profiles can Thin strands of strong glass The strands are pulled through A proprietary acrylic finish is larger views restrict views cables are saturated with a heated die and cut with then applied; it’s smoother and specifically compounded resins. diamond-edged blades to form 3x thicker than other brands. Ultrex fiberglass. 6 MARVIN ELEVATE COLLECTION MARVIN ELEVATE COLLECTION 7 Page 54 of 119 ELEVATE COLLECTION Stability You Can ULTREX FIBERGLASS HAS Energy Efficiency 75% 87% Count On The low thermal conductivity and superior performance of Ultrex fiberglass combine with a selection of energy-efficient Constant expansion and contraction can gradually break glazing (glass) options that help manage the amount of light down windows and doors, causing leaky seals, poor and heat entering and leaving your home. operation, and loss of structural integrity. less expansion than Fibrex® less expansion than vinyl Ultrex fiberglass expands and contracts at virtually the ® Top-Rated Efficiency same rate as glass, so Marvin Elevate windows and doors ® Windows and doors with low conductivity reduce heat loss stay tight and true over time, resisting air leaks, seal failures, in homes, which translates to lower energy bills.* Ultrex and stress cracks that can compromise energy efficiency IN EXTREME WEATHER CONDITIONS fiberglass provides an insulated barrier against extreme and long-term performance. weather temperatures, keeping homes comfortable and This low rate of expansion and contraction also allows reducing heating and cooling costs. windows and doors to open and close on demand without sticking or binding from swelling, warping, material distortion, or deformation from the heat. Energy Savings SUMMER DAY LOW-E GLAZING Low-E glass coatings are designed to reflect heat, Ultrex fiberglass Vinyl keeping homes cooler in the summer and warmer on Indoors stays true can expand winter nights while also blocking harmful UV rays and reducing energy costs. 75° A Long-Term Finish Lasting Performance Low-E coatings have three main functions: Outdoors Outdoors Marvin Ultrex fiberglass finish is verified to the American Proprietary Ultrex fiberglass finish resists scratches, Insulation (energy efficiency) Architectural Manufacturers Association (AAMA) 624 chalking, and fading — even in dark colors By reflecting heat, the coating significantly reduces 89° 0° specification. Achieving AAMA 624 verification means solar heat gain in summer and heat loss in winter, that our finish has passed rigorous tests that simulate helping to maintain a stable indoor temperature. Exteriors can be painted to match any home the harsh conditions encountered throughout the life of Solar Control (heat gain reduction) a window or door. Virtually maintenance free — no sanding, scraping, In warm weather, the coating reflects short-wave WINTER NIGHT LOW-E GLAZING Ultrex fiberglass uses an acrylic finish that is paintable, or painting care needed infrared energy from the sun away from the building, Indoors Indoors fade resistant, and virtually maintenance free. With a finish which helps keep indoor spaces cooler by blocking that’s 3x thicker than competitive painted options, it resists Finish is 3x thicker than competitive painted options solar heat gain. 75° 75° chipping, denting, and peeling. UV Protection (reduces UV damage) The coating reduces a significant percentage of harmful UV rays, helping prevent fading of furniture, rugs, and other interiors. Outdoors Outdoors 89° 0° * Replacing old windows with ENERGY STAR certified windows lowers household energy bills by an average of up to 13% nationwide when replacing single-pane windows. Lower energy consumption also reduces greenhouse gas emissions from power plants and homes. https://www.energystar.gov/products/res_windows_doors_skylights 8 MARVIN ELEVATE COLLECTION MARVIN ELEVATE COLLECTION 9 Page 55 of 119 ELEVATE WINDOWS Casement fig. 1 CASEMENT WINDOWS Painted Designer Black fig. 2 INTERIOR VIEW The Marvin Elevate Casement window is side hinged and ® Bare Pine built for smooth operation with a concealed multi-point fig. 3 EXTERIOR VIEW locking system. Casement windows create a tight seal on Gunmetal all four sides, meaning fewer opportunities for air leaks. fig. 4 CASEMENT WINDOW Painted White fig. 2 fig. 4 FEATURES Offers traditional style and durability with a low-maintenance Ultrex fiberglass exterior and warm wood interior ® Available in standard and special sizes up to 3' wide by 6' high Multi-point sequential locking system provides superior PG50 performance rating with single lever operation Coordinating picture and transom windows also available fig. 3 Narrow frame option with 3-¼" insert replacement frame, flat sill, and through-jamb installation Folding handle neatly stows out of the way; stainless steel coastal hardware available Interior screen features an aluminum surround and concealed pressure mounting points for ease of operation and enhanced aesthetics Available with Hurricane Impact Zone 3 (IZ3) protection (excludes narrow frame option) fig. 1 14 MARVIN ELEVATE COLLECTION MARVIN ELEVATE COLLECTION 15 Page 56 of 119 ELEVATE WINDOWS Glider fig. 1 GLIDER WINDOW Painted Designer Black fig. 2 INTERIOR VIEW The Marvin Elevate Glider window offers a space-saving ® Bare Pine alternative when a swinging sash won’t fit. Dual and triple fig. 3 EXTERIOR VIEW sash options create an easy-to-use, versatile window. Gunmetal fig. 4 GLIDER WINDOW Painted White fig. 2 fig. 4 FEATURES Offers traditional style and durability with a low-maintenance Ultrex fiberglass exterior and warm wood interior ® Available in standard and special sizes up to 6' wide by 5' high for dual sash; 8' wide by 5' high for triple sash Up to PG30 performance rating Available in dual sash with left or right operating panel, as well as triple sash with fixed center panel and two operating end panels fig. 3 Operating sash easily tilts and removes with no cords or strings to detach Tilt latches are ergonomically designed and easy to operate, making tilting and cleaning effortless Innovative screen design for easy installation and removal fig. 1 20 MARVIN ELEVATE COLLECTION MARVIN ELEVATE COLLECTION 21 Page 57 of 119 ELEVATE DOORS Sliding French fig. 1 SLIDING FRENCH DOOR Painted Designer Black fig. 2 INTERIOR VIEW The Marvin Elevate Sliding French door combines ® Bare Pine the wider side stiles and top rails of a French door fig. 3 EXTERIOR VIEW with the space-saving design of a sliding door. Gunmetal fig. 4 SLIDING FRENCH DOOR Painted Designer Black fig. 2 fig. 4 FEATURES Offers traditional style and durability with a low-maintenance Ultrex fiberglass exterior and warm wood interior ® Wide stile and rail construction showcases the rich wood interior Configurations of two, three, or four panels, up to approximately 16' wide by 8' high Up to PG40 performance rating fig. 3 Optional PG50 performance rating on two- and three-panel configurations up to 9' wide by 8' high Dual ball bearing rollers for smooth operation Sill available in Beige or Bronze fig. 1 38 MARVIN ELEVATE COLLECTION MARVIN ELEVATE COLLECTION 39 Page 58 of 119  ENDLESS POSSIBILITIES CATALOG Page 59 of 119 ULTIMATE DOORS Swinging French G2 fig. 1 SWINGING FRENCH DOOR G2 White fig. 2 INTERIOR VIEW The Marvin Ultimate™ Swinging French door G2, available Pine in both inswing and outswing, delivers a traditional aesthetic fig. 3 EXTERIOR VIEW with a 4-¾" stile and top rail and a 4-¾" or 8-⅛" bottom rail. Gunmetal Select sizes up to 14' wide and 10' high to maximize views fig. 4 SWINGING FRENCH DOOR G2 and access to the outdoors. Choose up to four panels with Gunmetal an Ogee interior glazing profile. fig. 2 fig. 4 FEATURES Select up to four panels, one or two operating panels, and unequal panel widths A traditional aesthetic, with 4-¾" stile and top rail, an 8-⅛" bottom rail and optional 4-¾" bottom rail Inswing or outswing motion meets design and weather constraints Available up to 14' wide and 10' high fig. 3 Ogee interior with simulated putty exterior glazing profiles. Optional square interior with simulated putty exterior glazing profiles. Adjustable hinges for easy installation and years of smooth operation fig. 1 66 MARVIN ULTIMATE COLLECTION MARVIN ULTIMATE COLLECTION 67 Page 60 of 119 ULTIMATE DOORS Sliding French G2 fig. 1 SLIDING FRENCH DOOR G2 Ebony fig. 2 INTERIOR VIEW For the classic elegance of the French door with smooth, Pine space-saving operation, the Marvin Ultimate™ Sliding French fig. 3 EXTERIOR VIEW door G2 is built to your specifications. With a rich, luxurious Gunmetal fit, feel, and finish, available in configurations up to 16' wide fig. 4 SLIDING FRENCH DOOR G2 and standard heights up to 10', this door offers a grand Douglas Fir entrance while conserving space for traffic flow or furniture. Available transom and stationary panels further enhance the view, flooding the room with daylight. fig. 2 fig. 4 FEATURES A traditional aesthetic, with 4-¾" stile and top rail, an 8-⅛" bottom rail and optional 4-¾" bottom rail Available with Impact Zone 3 (IZ3) coastal/hurricane certification Available up to 20' wide and 10' high Ogee interior with simulated putty exterior glazing profiles. Optional square interior with simulated putty exterior glazing profiles. fig. 3 Robust stainless steel rollers and superior engineering for nearly effortless operation fig. 1 70 MARVIN ULTIMATE COLLECTION MARVIN ULTIMATE COLLECTION 71 Page 61 of 119 Siding | Trim | Soffi t jameshardie.com The best homes leave a #1 Brand of Siding in lasting impression. North America* Hardie® Plank & Hardie® Shingle Light Mist Hardie® Trim Arctic White N E W E N G L A N D C O L O R & P R O D U C T AVA I L A B I L I T Y NOW FEATURING: Hardie® Architectural Panel, Hardie™ Architectural Metal Trim & Hardie® Artisan® Trim Page 62 of 119 Hardie Plank ® From Victorians to Colonials, Hardie® Plank is the perfect siding for your style, and has the durability and long lasting beauty that can transform your home’s exterior. With a variety of colors, textures, and sizes, you’ll discover a Hardie® Plank style that transforms your home’s aesthetic. Hardie® Plank Hardie® Plank Smooth Select Cedarmill® Hardie® Plank Hardie® Plank Beaded Smooth Beaded Select Cedarmill® Hardie® Plank Mountain Sage Hardie Shingle ® Restore the look of your grand Cape Cod home or add distinction to your handsome bungalow. Hardie® Shingle embodies the enchanting look of cedar shingles with lower maintenance. You can create your perfect exterior style using Hardie® Shingle around your entire home, or place it in accent areas for an added boost of charm you’ll love. Better than the real thing, Hardie® Shingle resists rotting, curling, warping and splitting. Hardie® Shingle Straight Edge Panel Hardie® Shingle Hardie® Shingle Light Mist Straight Edge Panel Staggered Edge Panel Page 63 of 119 Statement Collection® Color Availability ARCTIC WHITE 1 | 2 COBBLE STONE 1 | 2 NAVAJO BEIGE 1 KHAKI BROWN 1 MONTEREY TAUPE 1 TIMBER BARK 1 | 2 RICH ESPRESSO 1 MOUNTAIN SAGE 1 GRAY SLATE 1 BOOTHBAY BLUE 1 LIGHT MIST 1 PEARL GRAY 1 AGED PEWTER 1 NIGHT GRAY 1 EVENING BLUE 1 DEEP OCEAN 1 PRODUCT AVA IL A BILIT Y K E Y Hardie® Siding 1 Hardie® Plank, Hardie® Shingle, Hardie® Panel, Hardie® Trim Batten 2 Hardie® Trim IRON GRAY 1 | 2 COUNTRYLANE RED 1 MIDNIGHT BLACK 2 (Only available in Hardie® Trim) Colors shown are as accurate as printing methods will permit. Go to jameshardie.com to order a color sample. Page 64 of 119 Build with the best to protect the Warm woodgrain texture beauty of your home. without the cost and high maintenance of real wood. T R U S T E D P R O T E C T I O N W I T H H A R D I E ® F I B E R C E M E N T. WOOD- HARDIE® VINYL BASED SIDING SIDING 5x thicker than vinyl SIDING siding provides deep shadow lines and less Will not burn; noncombustible**    visible seams. Will not melt    Does not appeal to pests    Hail and impact resistant    Resistant to warping, shrinking, and swelling    ColorPlus® Technology finishes are baked on at Easily painted    the factory for a long-lasting consistent finish. Real wood look and feel    All Hardie® fiber cement products come 30-YEAR, NON-PRORATED SIDING, TRIM AND SOFFIT with a transferable 30-year, non-prorated SUBSTRATE WARRANTY COVERAGE BY JAMES HARDIE limited substrate warranty, meaning we stand 100% behind Hardie® fiber cement siding, trim and soffit products for 30 years. 100% 100% 100% Scan to learn more about ColorPlus® Technology finishes come with the lifetime value of Year Year Year a 15-year limited warranty. Hardie® products. 10 20 30 Complete Exterior™ by James Hardie O N E M AT E R I A L ONE SOURCE ONE WARR ANT Y Only Hardie fiber cement products ® The #1 brand of siding in North America Rest easy knowing that all your siding, are Engineered for Climate®, resisting that is made in the U.S.A. With 11 trim and soffit is backed with a 30-year damage from fire, water, and insects manufacturing sites and nationwide non-prorated warranty from a single and delivering optimal performance for distribution, your product is available trusted manufacturer. One manufacturer your home’s specific region. when your contractor needs it. to contact makes your life easier, giving you more time to enjoy your home. (from cover) * Based on Freedonia 2022 Global Siding (Cladding) demand estimates and James Hardie sales in North America. ** Hardie® fiber cement products are noncombustible and/or have a Class A fire rating when tested in accordance with ASTM E84. Fiber cement fire resistance does not extend to applied paints or coatings, which may be damaged or char when exposed to flames. The use of noncombustible siding, combined with other fire mitigation measures, may help harden a home against external fire. Page 65 of 119 Build something great™ Boral TruExterior Siding & Trim ® Product Guide Page 66 of 119  Boral TruExterior Products ® Trim About Boral TruExterior ® Trim Designed to be used in non-load-bearing applications, Boral TruExterior ® Trim is suitable for ground contact and moisture- prone areas, which makes it ideal for exterior trim applications such as fascia, door trim, soffits, rake boards and a variety of other exterior applications. Because of its high level of dimensional stability†, there is no need to prime ends or field cuts. Plus, it can be painted any color. Boral TruExterior ® Trim accepts a wide variety of fasteners and can be installed using standard woodworking tools and methods. All images below depict Boral TruExterior ® Trim 13 Page 67 of 119  Boral TruExterior ® Trim 5/8 Trim Sizes 1X Trim Sizes 5/4 Trim Sizes 2X Trim Sizes Nominal Actual Nominal Actual Nominal Actual Nominal Actual — — — — — — 2x2 1 ½" x 1 ½" — — 1x3 ¾" x 2 ½" 5/4 x 3 1" x 2 ½" — — 5/8 x 4 5/8" x 3 ½" 1x4 ¾" x 3 ½" 5/4 x 4 1" x 3 ½" 2x4 1 ½" x 3 ½" — — 1x5 ¾" x 4 ½" 5/4 x 5 1" x 4 ½" — — 5/8 x 6 5/8" x 5 ½" 1x6 ¾" x 5 ½" 5/4 x 6 1" x 5 ½" 2x6 1 ½" x 5 ½" 5/8 x 8 5/8" x 7 ¼" 1x8 ¾" x 7 ¼" 5/4 x 8 1" x 7 ¼" 2x8 1 ½" x 7 ¼" 5/8 x 10 5/8" x 9 ¼" 1 x 10 ¾" x 9 ¼" 5/4 x 10 1" x 9 ¼" 2 x 10 1 ½" x 9 ¼" 5/8 x 12 5/8" x 11 ¼" 1 x 12 ¾" x 11 ¼" 5/4 x 12 1" x 11 ¼" 2 x 12 1 ½" x 11 ¼" Boral TruExterior ® Trim is reversible with wood grain on one side and a smooth finish Available Finishes: on the reverse. 16' lengths are available in all sizes with 12' and 20' lengths available in (Reversible) 4/4, 5/4 and 2x Trim. smooth wood grain Page 68 of 119 14  TECHNICAL DATA SHEET 01/2026 Nordic is a laminated two-piece, polymer-modified-asphalt shingle, manufactured on a robust fiberglass reinforcement. 1 Features and Benefits Polymer-Modified Asphalt Full Square Coverage Blue-Green Algae Resistant ArmourZone Reinforcement Class 4 Impact Resistance3 Fiberglass-Reinforced Asphalt Shingles IKO Nordic performance shingles are among the 2 General Information Shingles/Bundle 20 Coverage/Bundle 33.3 ft.2 (3.1 m2) top-performing asphalt shingles currently available. Coverage/Three Bundles 100 ft.2 (9.29 m2) They’re engineered for superior wind and impact Bundles/Pallet 56 resistance, and offer a Class 4 Impact Resistance 40 x 53 1/2 in. Pallet Size rating1. Their fiberglass mat has an extra-thick (102 x 136 cm) coating of polymer-modified asphalt, embedded Product Stock No. (U.S.) 4608XXX with algae-resistant granules. Available in a wide Product Stock No. (Canada) 4609XXX range of enhanced color blends, these shingles NOTE: XXX refers to numerical product color code. Product color availability varies by region. are made in IKO’s special “Advantage” size for full 3 square coverage. Product Dimentions Length 40 7/8 in. (1,038 mm) Width 13 3/4 in. (349 mm) Click here or scan this QR code for Exposure 5 7/8 in. (149 mm) product literature, color swatches and color availability. Product dimensions shown are subject to normal manufacturing tolerances of +/- 1/4 in. (6 mm) on the shingle’s length and +/- 1/8 in. (3 mm) width. Page 69 of 119  TECHNICAL DATA SHEET 01/2026 4 Applicable Standards ASTM D3462 Product Standard 1 6 Shingle Installation 4 Nails for Standard Application ASTM D3018 Product Standard ASTM D3161 Class F Wind Resistance 1 1/4 in. ASTM D7158 Class H Wind Resistance ArmourZone ASTM E108 / UL 790 Class A Fire Resistance2 6 Nails for Steep-Slope Applications CAN / ULC S107 Class A Fire Resistance (Canada)2 CSA A123.5 Product Standard (Canada) FM 4473 / UL 2218 Class 4 Impact Resistance3 here 1 1/4 in. ArmourZone Miami-Dade County Product Approval4 here Florida Building Code High-Velocity Hurricane Zone (HVHZ) Approval4 here Apply Roofing Cement CAUTION: Excessive Use of Roofing Cement Can Cause Shingles to Blister. Texas Department of Insurance Details here Shingles must be installed according to all of IKO’s NOTE: IKO Nordic asphalt shingles meet or exceed the application instructions. Some select installation requirements in the product standards referenced at the requirements are highlighted here. time of manufacture. 1. The space beneath the roof deck (e.g., attic) should be thoroughly ventilated to minimum local building code requirements. 2. Shingles should be installed with 5 7/8-inch shingle 5 exposure to the weather. 3. Offsets between courses are recommended to be 10 inches. Safety Information 4. Open metal valleys are recommended for best roof system performance. CAUTION: Working at heights on sloped-roof surfaces can be dangerous. Do not install until all appropriate 5. Never apply asphalt shingles to roof slopes less than safety precautions are followed. Always wear appropriate 2:12. For slopes 2:12 to less than 4:12 (low slope), see personal protective equipment (PPE), including special underlayment requirements outlined in the IKO appropriate fall protection equipment. application instructions. This product’s Safety Data Sheet (SDS) is available here. Complete product installation details can be found here. The information on this Technical Data Sheet is based upon data considered to be true and accurate at time of issue, based on laboratory tests and production measurements, and is offered solely for the user’s consideration, investigation and verification. Nothing contained herein is representative of a warranty or guarantee for which the manufacturer can be held legally responsible. The manufacturer does not assume any responsibility for any misrepresentation or assumptions the reader may formulate. To confirm the most current product technical information and compliances, please contact IKO directly at: United States 1-888-IKO-ROOF (1-888-456-7663); Canada 1-855-IKO-ROOF (1-855-456-7663). 1 Compliance with listed product standards is based on sampling and testing of products as manufactured. 2When shingles are installed over an approved underlayment. 3The Impact Resistance rating is solely for the purpose of enabling residential property owners to obtain a reduction in their residential insurance premium, if available. It is not to be construed as any type of express or implied warranty or guarantee of the impact performance of this shingle by the manufacturer, supplier or installer, and damage from hail is not covered under the Limited Warranty. For further details concerning the FM 4473 standard, visit the FM Approvals website. For the UL 2218 standard, visit the UL Solutions website. 4 M-D and FBC HVHZ approvals apply only to shingles available in the southeast U.S. market. For more information, please contact IKO at: 1-888-IKO-ROOF (1-888-456-7663). Page 70 of 119  DAIKIN MXM SERIES NEW R-32 MODELS MULTI-ZONE HEAT PUMP SYSTEMS 2, 3, OR 4 ZONES UP TO 21 SEER2 / UP TO 10 HSPF2 / UP TO 12 EER2 Page 71 of 119 Submittal Data Sheet 3.0-Ton Multi-Split Outdoor Unit 4MXS36WMVJU9 Model 4MXS36WMVJU9 Cooling Heating Power Supply Phase 1φ Hz, V 60 Hz, 208 - 230 V COP2 W/W — 4.50 (Non-Ducted) 3.10 (Ducted) EER2 Btu/W 9.2 (Non-Ducted) — ·h 8.0 (Ducted) SEER2 / HSPF2 18.1 (Non-Ducted) 9.4 (Non-Ducted) 14.9 (Ducted) 7.8 (Ducted) Casing Color Ivory White Compressor Type Hermetically Sealed Swing Type Model 2YC63AAXD Motor Output W 1,920 Refrigerant Model FVC50K Oil Charge fl oz 30.4 (0.9) (L) Refrigerant Type R410A Charge lbs 6.17 (2.8) (kg) Airflow H cfm 2,611 2,352 Rates M 2,438 2,209 L 2,094 1,118 H m³/mi 73.9 66.6 M n 69.0 62.5 L 59.3 31.6 Fan Type Propeller Motor Output W 89 Running Current A 0.49 / 0.41 / 0.27 0.37 / 0.31 / 0.05 (H / M / L) Power Consumption (H / M W 102.1 / 84.6 / 55.8 76.7 / 64.6 / 11.1 / L) Starting Current A 17.5 Daikin Comfort Technologies North America, Inc 19001 Kermier Rd Waller TX 77484 Daikin City Generated Submittal Data www.daikincomfort.com or www.daikinac.com (Daikin's products are subject to continuous improvements. Daikin reserves the right to modify product design, specifications, and information in this data sheet without notice and without incurring any obligations) Page 72 of 119 Submittal Data Sheet 3.0-Ton Multi-Split Outdoor Unit 4MXS36WMVJU9 Dimensions (H × W × D) in. 28-15/16 × 34-1/4 × 12-5/8 (735 × 870 × 320) (mm) Packaged Dimensions (H × W × D) in. 31-7/8 × 41-3/8 × 17-1/2 (810 × 1,050 × 444) (mm) Weight (Mass) lbs 144 (65) (kg) Gross Weight (Gross Mass) lbs 154 (70) (kg) Sound Pressure Level dB(A) 54 56 Piping Liquid in. φ 1/4 × 4 (φ 6.4 × 4) Connection (mm) Gas in. φ 3/8 × 1, φ 1/2 × 2, φ 5/8 × 1 (mm) (φ 9.5 × 1, φ 12.7 × 2, φ 15.9 × 1) Drain in. I.D. φ 5/8 (φ 15.9) (mm) Heat Insulation Both Liquid and Gas Pipes No. of Wiring Connections 3 for Power Supply, 4 for Interunit Wiring (Including Ground Wiring) Max. Interunit Piping Length ft (m) 230 (70) (for Total of Each Room) ft (m) 82 (25) (for One Room) Amount of Additional Charge oz/ft 0.21 (20) (131-1/4 ft (40 m) or more) (g/m) Max. Installation Height Difference ft (m) 49-1/4 (15) (Between Indoor Unit and Outdoor Unit) ft (m) 24-5/8 (7.5) (Between Indoor Units) Conditions Based on Indoor ; 80°FDB Indoor ; 70°FDB (26.7°CDB) / (21°CDB) / 67°FWB (19.4°CWB) 60°FWB (15.6°CWB) Outdoor ; 95°FDB Outdoor ; 47°FDB (35°CDB) / (8.3°CDB) / 75°FWB (24°CWB) 43°FWB (6°CWB) Piping length: 25 ft (7.5 m) Daikin Comfort Technologies North America, Inc 19001 Kermier Rd Waller TX 77484 Daikin City Generated Submittal Data www.daikincomfort.com or www.daikinac.com (Daikin's products are subject to continuous improvements. Daikin reserves the right to modify product design, specifications, and information in this data sheet without notice and without incurring any obligations) Page 73 of 119 MXS-W, MXL-W, MXLH-W Series EDUS122205A 4MXS36WMVJU9 3D093199C 5MXS48WVJU9 3D118013A 29 Page 74 of 119 Page 75 of 119  WF4/WF6/WF8 SWW5 Project: Fixture Type: Juno Wafer LED Downlight Series ™ Location: 4", 6" & 8" LED Ultra-Thin Wafer Switchable Downlight 5CCT Switchable White Downlight Contact/Phone: WF4/WF6/WF8 SWW5 Series Product Features The 4",6"& 8" round smooth with 5CCT Switchable White technology provide high-quality light output and efficiency featuring a switch for easy color temperature adjustment to choose between 2700K, 3000K, 3500K, 4000K, or 5000K - while eliminating the need for recessed housings. Brushed Nickel • Round smooth lens trim designed to distribute precise even illumination for general purpose areas • Canless - no can required; equals easy to install and less labor • 5 selectable color temperatures to choose with a switch ranging from warm (2700K) to daylight (5000K) allowing customization for Oil Rubbed Bronze endless applications Applications • Residential and light commercial applications including Matte Black multi-family, hospitality, assisted living, dormitories and other multi-level construction CAN BE USED TO COMPLY WITH 2019 • Shallow slim profile allows for easy remodel or new construction SWITCHABLE WHITE 2700K 3000K 3500K insulated and drop ceiling installations JA8 HIGH EFFICACY LED LIGHT IC RATED 4000K 5000K • Wet rated and airtight: perfect for showers, bathrooms, and outdoor SOURCE REQUIREMENTS soffits Dimensions 4.1" Performance 1.2" Delivered Lumens 670L (WF4), 970L (WF6) and 1640L (WF8) .5" Nominal at 3000K 3.3" 5" LED Color Temperature Switchable White (27K, 30K, 35K, 40K, 50K) Default set at 3000K 5.9" CRI 90+ 1.2" Voltage Dedicated 120V Dimming Dimmable to 10% with triac (120v) 5.1" 5" 7" For a list of compatible dimmers see JUNO-WAFERS-DIM 8" Specifications 1.2" WF4 WF6 WF8 7.2" .5" Aperture: 3.3" 5.1" 7.2" 8.9" Ceiling Opening: 4.25" 6.25" 8.25" Overlap Trim: 5" 7" 8.9" 3.0" Height: 1.2" 1.2" 1.2" 3.0" 1.3" 1.3" 5.5" 5.5" One Lithonia Way • Conyers, GA 30012 • Phone 1-800-705-SERV (7378) • Visit us at www.acuitybrands.com Printed in U.S.A. © 2021-2024 Acuity Brands Lighting, Inc.   Rev. 12/11/24 1 of 9 Light Commercial & Residential Page 76 of 119  WF4/WF6/WF8 SWW5 Juno Wafer™ LED Downlight Series 4", 6" & 8" LED Ultra-Thin Wafer Switchable Downlight 5CCT Switchable White Downlight ORDERING INFORMATION Downlight Example: WF4 SWW5 90CRI MW M6 Series Trim Style Color Temperature Rendering Index Finish WF4 4" Wafer-Thin LED Downlight (BLANK) Round SWW5 Switchable White 90CRI 90+ CRI MW Matte White (2700K, 3000K, 3500K, 4000K, 5000K) WF6 6" Wafer-Thin LED Downlight MB Matte Black WF81 8" Wafer-Thin LED Downlight BN Brushed Nickel ORB Oil Rubbed Bronze 1. WF8 only offered in a Matte White finish. Accessories: Order as separate catalog number. Series WF8643 PAN Universal New Construction Pan WF4 PAN R12 4" New construction pan, retail pack of 12 WF4GR MW JZ 4" Wafer Goof Ring 4.2" ID x 6.2" OD WF8643 UNIVERSAL WF4 PAN Remodel Joist Bar WFEXC_ New Construction Pan 4" New Construction Pan 3-Pin Extension WF6 PAN R12 6" New construction pan, retail pack of 12 Cable WF6GR MW JZ 6" Wafer Goof Ring 6" ID x 8" OD WF8GR MW JZ 8" Wafer Goof Ring 8.1" ID x 10.1 OD WFJB U Remodel Joist Bar WFEXC6 SW3PIN FT4 3-Pin 6ft Cable WFEXC10 SW3PIN FT4 3-Pin 10ft Cable WFEXC20 SW3PIN FT4 3-Pin 20ft Cable WF6 PAN *Goof rings are made of 22 gauge steel and painted white. 6" New Construction Pan PERFORMANCE DATA WF4 SWW5 WF6 SWW5 WF8 SWW5 Input Voltage 120V 120V 120V Input Power Typical 9W (+/-5%) 13W (+/-5%) 19W (+/-5%) Frequency 60 Hz 60Hz 60Hz EMI/RFI FCC Title 47, Part 15 Class B (consumer) FCC Title 47, Part 15 Class B (consumer) FCC Title 47, Part 15 Class B (consumer) Minimum Starting Temp -40°F (-40°C) -40°F (-40°C) -40°F (-40°C) Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25°C. LIGHTING PERFORMANCE DATA LIGHTING PERFORMANCE DATA LIGHTING PERFORMANCE DATA DONNÉES SUR LE RENDEMENT DONNÉES SUR LE RENDEMENT DONNÉES SUR LE RENDEMENT DE L'ÉCLAIRAGE DE L'ÉCLAIRAGE DE L'ÉCLAIRAGE Light Appearance (CCT) Light Appearance (CCT) Light Appearance (CCT) Aspect de la lumière (CCT) Aspect de la lumière (CCT) Aspect de la lumière (CCT) 2700K soft white | blanc doux 2700K soft white | blanc doux 2700K soft white | blanc doux 665 lumens | 74 lumens per watt 955 lumens | 73 lumens per watt 1615 lumens | 85 lumens per watt 3000K warm white | blanc chaud 3000K warm white | blanc chaud 3000K warm white | blanc chaud 670 lumens | 74 lumens per watt 970 lumens | 74 lumens per watt 1640 lumens | 86 lumens per watt 3500K neutral white | blanc neutre 3500K neutral white | blanc neutre 3500K neutral white | blanc neutre 680 lumens | 76 lumens per watt 990 lumens | 76 lumens per watt 1670 lumens | 88 lumens per watt 4000K cool white | blanc froid 4000K cool white | blanc froid 4000K cool white | blanc froid 685 lumens | 76 lumens per watt 1000 lumens | 76 lumens per watt 1690 lumens | 89 lumens per watt 5000K daylight | blanc neutre 5000K daylight | blanc neutre 5000K daylight | blanc neutre 690 lumens | 76 lumens per watt 1005 lumens | 77 lumens per watt 1700 lumens | 89 lumens per watt Watts 9 Watts 13 Watts 19 Color Accuracy (CRI) 90 Color Accuracy (CRI) 90 Color Accuracy (CRI) 90 Précision des couleurs (CRI) Précision des couleurs (CRI) Précision des couleurs (CRI) One Lithonia Way • Conyers, GA 30012 • Phone 1-800-705-SERV (7378) • Visit us at www.acuitybrands.com Printed in U.S.A. © 2021-2024 Acuity Brands Lighting, Inc.   Rev. 12/11/24 2 of 9 Light Commercial & Residential Page 77 of 119  WF4/WF6/WF8 SWW5 Juno Wafer™ LED Downlight Series 4", 6" & 8" LED Ultra-Thin Wafer Switchable Downlight 5CCT Switchable White Downlight Specifications Housing Optical System Polycarbonate injection molded outer frame, with steel back plate. Edge-lit LED technology uses light guided plate to distribute light • Polycarbonate Non-conductive dead-front trim design suitable for a wide range of lens provides even illumination throughout the space • Efficient system that can applications and codes requiring a non-conductive lens • FT4 3-pin plenum produce over 670 lumens while using 9W (WF4), 970 lumens while using rated cable connector to connect from module to remote driver box • Steel 13W (WF6) and 1640 lumens while using 19W (WF8) • Replaces 65W spring clip for easy installation. 4", 6" or 8" cut out template is provided to incandescent (WF4), 75W incandescent (WF6) and 100W incandescent (WF8). ensure a correct sized hole is cut into ceiling for proper installation of the trim. Size of hole should not exceed 4-1/4" for the WF4, 6-1/4" for the WF6 and Life 8-1/4" for the WF8 • Can be installed from 3/8" to 1 ½" ceiling thickness Rated for 50,000 hours at 70% lumen maintenance. • Can be removed from below the ceiling for service or replacement. Labels LED Light Engine CSA certified to US and Canadian safety standards • ENERGY STAR® Switchable white color temperature from 2700K, 3000K, 3500K, 4000K, certified product • Suitable for wet location, covered ceiling • Air-Loc 5000K • 90 CRI minimum • Color accuracy within 4 step McAdams Ellipse certified in accordance with ASTM E283-2004 • NOM Certified • Can be at the end CCT (2700K and 5000K), within 6 step McAdams Ellipse in the used to comply with California Title 24 Part 6 High Efficacy LED light Source middle CCT (3000K, 3500K, and 4000K) • Dimming 100% to 10% with most Requirements • U.S. Patent No. 10,681,784. standard incandescent dimers (see list of approved dimmers). Testing Driver All reports are based on published industry procedures; field performance may Connect directly to 120V Class-2 (CAN ICES-005 (B) / NMB-005 (B)) LED differ from laboratory performance. driver • 120V 60 Hz constant current driver provides noise free operation Warranty • IC rated driver with convenience of a switch to choose between 5 selectable 3-year limited warranty. This is the only warranty provided and no other color temperature options ranging from 2700K (warm white), 3000K, 3500K, statements in this specification sheet create any warranty of any kind. All other 4000K, or 5000K (daylight) • The isolated driver integrated inside steel express and implied warranties are disclaimed. Complete warranty terms remote box with four 7/8" knockouts with slots for pryout. Suitable for pulling located at: www.acuitybrands.com/support/warranty/terms-and-conditions wires with the 12 cubic-inch wiring compartment to accommodate up to (6) 14 gauge insulated conductor or (4) 12 gauge insulated conductors, making the Note: Actual performance may differ as a result of end-user environment and Wafer LED Downlights much easier to wire in 2in/2out (plus ground) daisy- application. chain applications and contractor friendly • 2" plenum space required for the All values are design or typical values, measured under laboratory conditions installation of the WF6 and WF8 driver boxes; 3"plenum space required for at 25 °C. the installation of the WF4 driver box • Suitable for installation in t-grid and Specifications subject to change without notice. drop ceiling applications with universal new construction pan. One Lithonia Way • Conyers, GA 30012 • Phone 1-800-705-SERV (7378) • Visit us at www.acuitybrands.com Printed in U.S.A. © 2021-2024 Acuity Brands Lighting, Inc.   Rev. 12/11/24 3 of 9 Light Commercial & Residential Page 78 of 119 Department of Permiting and Inspections William Ward, Director Zoning Division Scott Gustin, AICP, CFM, Principal Planner 645 Pine Street Mary O’Neil, AICP, Principal Planner Kirk Dressing, Associate Planner Burlington, VT 05401 Joseph Cava, Planning Technician www.burlingtonvt.gov/pz Collin Naheedy, Zoning Compliance Officer Phone: (802) 865-7188 Fax: (802) 865-7195 MEMORANDUM To: The Design Advisory Board From: Mary O’Neil, AICP, Principal Planner RE: ZP-26-60 Location: 447 Main Street Date: March 17, 2026 File: ZP-26-60 Location: 447 Main Street Zone: RL Ward: 6 Date application accepted: February 19, 2026 Applicant/ Owner: Marcus Gonzalez, Ramsay Gourd Architects / Jeremy Dressler, Jane Seymour owners Request: Proposed renovation of existing dormer, including skylight installation, and construction of a new dormer. Proposal includes chimney removal. Background: • Zoning Permit ZPF-24-83; Proposed demolition and replacement of existing wooden fence to construct a new six-foot-tall fence. December 2024. • Zoning Permit 24-208; proposed installation of canopy over pedestrian door on the west side of garage. June 2024. The programs and services of the City of Burlington are accessible to people with disabilities. For accessibility information call 865-7188 (for TTY users 865-7142). Page 79 of 119  • Zoning Permit ZP-23-502; Walkway for ADU, creation of a segregate prking space. November 2023. • Zoning Permit 22-528; Demolition and reconstr4uction of existing carriage house on existing footprint. Confirmation of finished living space on 2nd floor of carriage barn. After the fact permitting of patios and other site features. November 2022. • Zoning Permit 06-769FC; installation of additional 6’ high stockade fencing to match existing fencing. Installation of 3 gates, including a driveway gate. May 2006. • Non-applicability of Zoning Permit Requirements; enclose outside entryway/porch. October 2004. • Zoning Permit HO-2001-010; home occupation for antique shop. Approved by ZBA September 2000. • Zoning Permit 99-393; rear two-story addition over existing greenhouse foundation for the single-family home. Proposal includes removing the existing aluminum siding (undovering/replacing wood clapboards), removal of the rear chimney and extending the existing shed dormer out onto the addition. March 1999. • Zoning Permit 99-249; installation of 6’ stockade style fencing along the side property line parallel to the existing single-family home. November 1998. • Zoning Permit 95-071; installation of a 4’ and 6’ high sections of solid picket style fencing to surround the existing rear yard of the single-family home. Structure listed on the Burlington City Historic Sites survey. August 1994. • Zoning Permit n.n.; Use part of the house as an office for the practice of child psychiatry. Approved by ZBA August 1989. • ZBA review, request to erect sign and allow for sample swatches of woolens as an agent for the Vermont Natives Industries of Bridgewater. Renovation of garage in rear for storage and display of woolens. (No additional documents attached.) Request dated January, 1955. Overview: 447 Main Street is an existing single-family home with an ADU within the reconstructed carriage barn. This application requests alteration of an existing (east) dormer, creation of a new (westerly) dormer and removal of a non-historic chimney. The property is listed as a contributing resource within the University Green Historic District on the National Register of Historic Places.1 1 447 Main Street (#18) was constructed c.1860. The first known owner, noted on the 1869 F.W. Beers Map of Burlington, was M.C. Wheeler who resided directly across Main Street in the Wheeler House. Wheeler was the widow of Rev. John Wheeler, the former president of UVM. In 1865, the house was occupied by Lucia T. Wheeler, the daughter of John Wheeler and stepdaughter of Mary Constance Wheeler. Research by local historian David J. Blow has uncovered that the house was the first location of what would become known as the Home for Destitute Children, the origin of the present-day support services organization known as the Howard Center. Blow’s research is confirmed by primary sources which suggest that, in 1865, Lucia Wheeler “had gathered together into her little brick cottage on Main Street seven little girls” who were destitute and/or orphaned. In addition, an 1866 newspaper article reporting on the dedication of the Home for Destitute Children in its new location states that the home was “started in a little house on College Hill”. Visser, Thomas et al, “University Green Historic District National Register of Historic Places Nomination Form” (Washington, DC: U.S. Department of the Interior, National Park Service, Vermont: 2020), Section 7. 2 Page 80 of 119 Part 1: Land Division Design Standards Sec. 6.1.2 Review Standards No land division is included within this application. Not applicable. Part 2: Site plan Design Standards Sec. 6.2.2 Review Standards (a) Protection of Important Natural Features: No alteration to existing natural features is proposed. (b) Topographical Alterations: Not applicable. (c) Protection of Important Public Views: There are no protected views from or through this property. Not applicable. (d) Protection of Important Cultural Resources: Burlington’s architectural and cultural heritage shall be protected through sensitive and respectful redevelopment, rehabilitation, and infill. Archeological sites likely to yield information important to the city’s or the region’s pre-history or history shall be evaluated, documented, and avoided whenever feasible. Where the proposed development involves sites listed or eligible for listing on a state or national register of historic places, the applicant shall meet the applicable development and design standards pursuant to Sec. 5.4.8(b). See Section 5.4.8, below. (e) Supporting the Use of Renewable Energy Resources: Where feasible, the site plan should be so designed as to take advantage of the site’s inherent potential to utilize sources of renewable energy including direct sunlight, wind, or running water. The site plan should also incorporate site planning and landscaping decisions intended to minimize energy demand such as siting buildings to maximize solar access or the use of deciduous and coniferous trees to create shade and windbreak. Buildings should, where appropriate within the context of the neighborhood development pattern, maximize their solar exposure by being oriented to maximize natural light and heat gain during winter months, and to minimize casting shadows into ground floor living space of a building on an adjacent property. The addition of east and westerly facing dormers will provide a modicum of natural light. 3 Page 81 of 119 (f) Brownfield Sites: Where a proposed development involves a known or suspected brownfield, the site plan shall indicate areas of known or suspected contamination, and the applicant shall identify completed or planned remediation necessary to support the intended use(s). Not applicable. (g) Provide for nature's events: Special attention shall be accorded to stormwater runoff so that neighboring properties and/or the public stormwater drainage system are not adversely affected. All development and site disturbance shall follow applicable city and state erosion and stormwater management guidelines in accordance with the requirements of Art 5, Sec 5.5.3. Design features which address the effects of rain, snow, and ice at building entrances, and to provisions for snow and ice removal or storage from circulation areas shall also be incorporated. Not applicable. (h) Building Location and Orientation: The introduction of new buildings and additions shall be consistent with the intent of the district. New buildings and additions should be aligned with the front façade of neighboring buildings to reinforce the existing “street-edge,” or where necessary, located in such a way that complements existing natural features and landscapes. Buildings placed in mixed-use areas where high volumes of pedestrian traffic are desired should seek to provide sufficient space (optimally 12-15 feet) between the curbline and the building face to facilitate the flow of pedestrian traffic. In such areas, architectural recesses and articulations at the street-level are particularly important, and can be used as an alternative to a complete building setback in order to maintain the existing street wall. There is no change to building access or orientation. Not applicable. (i)Vehicular Access: No change. No applicable. (j) Pedestrian Access: No change. Not applicable. (k) Accessibility for the Handicapped: Not applicable. (l) Parking and Circulation: Not applicable. 4 Page 82 of 119 (m) Landscaping, Fences and Retaining Walls: Not applicable. (n) Public Plazas and Open Space: Not applicable. (o) Outdoor Lighting: Not applicable. (p) Integrate infrastructure into the design: Not applicable. Part 3: Architectural Design Standards Sec. 6.3.2 Review Standards (a) Relate development to its environment: Proposed buildings and additions shall be appropriately scaled and proportioned for their function and with respect to the purpose of the zoning district. They should integrate harmoniously into the topography, and to the use, scale, and architectural details of existing buildings in the vicinity; however, such consideration shall not require building height to be more limited than otherwise allowed within an applicable zoning district or overlay zone per Article 4. The following shall be considered: 1. Massing, Height and Scale: While architectural styles or materials may vary within a streetscape, proposed development should maintain an overall scale similar to that of surrounding buildings, or provide a sensitive transition, where appropriate, to development of a dissimilar scale. In low and medium residential districts, the height and massing of existing residential buildings should be carefully considered when evaluating the compatibility of additions and infill development; however, no modifications by the DRB shall be made to projects which otherwise limit the allowable Principal Structure footprint, height, and number of units per building otherwise permitted by Tables 4.4.5-1 and 4.4.5-2. Buildings should maintain consistent massing and perceived building height at the street level, regardless of the overall bulk or height of the building. Buildings should maintain a relationship to the human scale through the use of architectural elements, variations of proportions and materials, and surface articulations. Large expanses of undifferentiated building wall along the public street or sidewalk shall be avoided. The apparent mass and scale of buildings shall be broken into smaller parts by articulating separate volumes reflecting existing patterns in the streetscape, and should be proportioned to appear more vertical than horizontal in order to avoid 5 Page 83 of 119  monotonous repetition. (See also (d) Provide an active and inviting street edge below.) The application includes addition of a dormer that pieces the eaveline on the east, as well as expanding an existing dormer on the west elevation (including infill of some windows high in the eaves.) The west elevation has evidence of earlier alteration, with the insertion of double doors onto a patio at the first level. In both instances, the dormers are set back from the primary façade and unlikely to be viewed by pedestrians. 2. Roofs and Rooflines. New buildings should incorporate predominant roof forms and pitches within the existing neighborhood and appropriate to the context. Large expanses of undifferentiated roof forms shall be avoided. This can be achieved by incorporating dormers or some variation in the roof form to lessen the impact of the massing against the sky. While flat roofs can be a reasonable architectural solution, pitched roof forms and architectural elements that enhance the city’s skyline are strongly encouraged. Roof eaves, parapets, and cornices should be articulated as an architectural detail. Roof-top mechanicals shall be screened from view from the public street, and should be incorporated into and hidden within the roof structure whenever possible. Dormers shall not exceed the height of the ridgeline of the roof to which they are attached, and shall be set back a minimum of 1-foot from the edges of the underlying roofline, Individual dog house dormers shall be limited to 33% of the horizontal eave length of the principal roofline. Solar panels, light colored ballast or roof membranes, split roof clerestories, planted or “green” roof technologies (with a clearly articulated maintenance plan) and “gray water” collection are encouraged. Active rooftop uses are also encouraged to 6 Page 84 of 119  add to the visual complexity and activity of the city’s skyline, and afford public access to otherwise unseen views of the city and surrounding landscape. The proposed dormers do not exceed the height of the ridgeline of the roof to which they are attached. A skylight is proposed on a westerly roof plane which would, if approved, allow light to enter the 2nd floor. 3. Building Openings Principal entrances shall be clearly defined and readily identifiable from a public street whether by a door, a canopy, porch, or other prominent architectural or landscape features. People with physical challenges should be able to use the same entrance as everyone-else and shall be provided an “accessible route” to the building. Attention shall also be accorded to design features which provide protection from the affects of rain, snow, and ice at building entrances, and to provisions for snow and ice removal or storage. Window openings shall maintain consistent patterns and proportions appropriate to the use. The window pattern should add variety and interest to the architecture, and be proportioned to appear more vertical than horizontal. The plan includes closing off two small windows under the eaveline of the westerly elevation; a material and visual loss to the historic character of the building elevation. A similar window is proposed to be lost on the east elevation where the dormer addition will pierce the eaveline into the area of the existing window. Understandably the alteration will improve the height and natural light within the 2nd floor, but does constitute an alteration than diminishes original historic fabric. (b) Protection of Important Architectural Resources: Burlington’s architectural and cultural heritage shall be protected through sensitive and respectful redevelopment, rehabilitation, and infill. Where the proposed development involves buildings listed or eligible for listing on a state or national register of historic places, the applicant shall meet the applicable development and design standards pursuant to Sec. 5.4.8. The introduction of new buildings to a historic district listed on a state or national register of historic places shall make every effort to be compatible with nearby historic buildings. See Section 5.4.8, below. (c) Protection of Important Public Views: Not applicable. (d) Provide an active and inviting street edge: The proposal includes alteration set back from the façade, and unlikely to be readily visible to the public right-of-way. 7 Page 85 of 119 (e) Quality of materials: All development shall maximize the use of highly durable building materials that extend the life cycle of the building, and reduce maintenance, waste, and environmental impacts. Such materials are particularly important in certain highly trafficked locations such as along major streets, sidewalks, loading areas, and driveways. Efforts to incorporate the use of recycled content materials and building materials and products that are extracted and/or manufactured within the region are highly encouraged. Owners of historic structures are encouraged to consult with an architectural historian in order to determine the most appropriate repair, restoration or replacement of historic building materials as outlined by the requirements of Art 5, Sec. 5.4.8. New windows will be required to meet current energy efficiency standards. The application includes window specification sheets. (f) Reduce energy utilization: New structures should incorporate the best available technologies and materials in order to maximize energy efficient design. All new construction shall meet the Guidelines for Energy Efficient Construction pursuant to the requirements of Article VI. Energy Conservation, Section 8 of the City of Burlington Code of Ordinances. New structures should take advantage of solar access where available, and shall undertake efforts to reduce the impacts of shadows cast on adjacent buildings where practicable, in order to provide opportunities for the use of active and passive solar utilization. As noted, windows must meet energy efficiency standards and require filing an RBES form upon project completion. (g) Make advertising features complementary to the site: Not applicable. (h) Integrate infrastructure into the building design: No mechanical equipment is proposed. Not applicable. (i) Make spaces secure and safe: The project shall follow all applicable building and life safety code as defined by the building official and/or fire marshal. Sec. 5.4.8 Historic Buildings and Sites The City seeks to preserve, maintain, and enhance those aspects of the city having historical, architectural, archaeological, and cultural merit. Specifically, these regulations seek to achieve the following goals: To preserve, maintain and enhance Burlington’s historic character, scale, architectural integrity, and cultural resources; 8 Page 86 of 119 To foster the preservation of Burlington’s historic and cultural resources as part of an attractive, vibrant, and livable community in which to live, work and visit; To promote a sense of community based on understanding the city’s historic growth and development, and maintaining the city’s sense of place by protecting its historic and cultural resources; and, To promote the adaptive re-use of historic buildings and sites. (a) Applicability: These regulations shall apply to all buildings and sites in the city that are listed, or eligible for listing, on the State or National Register of Historic Places. 447 Main Street is a contributing resource within the University Green Historic District, as revised, 2021. (b) Standards and Guidelines: The following development standards, following the Secretary of the Interior’s Standards for the Treatment of Historic Properties, shall be used in the review of all applications involving historic buildings and sites subject to the provisions of this section and the requirements for Design Review in Art 3, Part 4. The Secretary of the Interior’s Standards are basic principles created to help preserve the distinctive character of a historic building and its site. They are a series of concepts about maintaining, repairing and replacing historic features, as well as designing new additions or making alterations. These Standards are intended to be applied in a reasonable manner, taking into consideration economic and technical feasibility. 1. A property will be used as it was historically or be given a new use that requires minimal change to its distinctive materials, features, spaces, and spatial relationships. Constructed as a single family home, the use will continue. 2. The historic character of a property will be retained and preserved. The removal of distinctive materials or alteration of features, spaces, and spatial relationships that characterize a property will be avoided. The proposal includes some alteration of building openings; however the manner in which it is accomplished still relays the information of location and size of the eave windows. 3. Each property will be recognized as a physical record of its time, place, and use. Changes that create a false sense of historical development, such as adding conjectural features or elements from other historic properties, will not be undertaken. There is a pre-existing dormer on the west elevation; an alteration that is a common revision to provide more headroom and light into second stories of traditional 1 ½ story historic 9 Page 87 of 119  buildings. Viewed as an adaptation to a recognizable building form, dormers may be viewed as evolutionary changes that permit continued comfortable use of older structures. 4. Changes to a property that have acquired historic significance in their own right will be retained and preserved. The chimney that is proposed for removal is on the rear southeast corner, and not identified as an original feature of the building. 5. Distinctive materials, features, finishes, and construction techniques or examples of craftsmanship that characterize a property will be preserved. None identified. 6. Deteriorated historic features will be repaired rather than replaced. Where the severity of deterioration requires replacement of a distinctive feature, the new feature will match the old 10 Page 88 of 119  in design, color, texture, and, where possible, materials recognizing that new technologies may provide an appropriate alternative in order to adapt to ever changing conditions and provide for an efficient contemporary use. Replacement of missing features will be substantiated by documentary and physical evidence. The application seeks additive modification, not replacement of historic features. 7. Chemical or physical treatments, if appropriate, will be undertaken using the gentlest means possible. Treatments that cause damage to historic materials will not be used. No chemical treatments are proposed. Not applicable. 8. Archeological resources will be protected and preserved in place. If such resources must be disturbed, mitigation measures will be undertaken. There has been no identification of archaeological resources at this site. 9. New additions, exterior alterations, or related new construction will not destroy historic materials, features, and spatial relationships that characterize the property. The new work shall be differentiated from the old and will be compatible with the historic materials, features, size, scale, and proportion, and massing to protect the integrity of the property and its environment. The proposed dormer addition/alteration is clearly new work that is differentiated from the historic structure; however is set back from the primary, street facing façade, is limited in scope, and the historic structure remains clearly readable. 10. New additions and adjacent or related new construction will be undertaken in such a manner that, if removed in the future, the essential form and integrity of the historic property and its environment would be unimpaired. While unlikely, the dormers could be removed in the future, leaving the essential form and integrity of the historic home intact. 11 Page 89 of 119  Revisions: Drawn By: MIG Date: 25 Feb. 2026 A R(802) C 362-1480 H I TFAXE(802) C362-0179 TS SEYMOUR/DRESSLER RESIDENCE Burlington, VT © Ramsay Gourd, Architect, 2026 List of Drawings Project Directory S-1.1 Existing Conditions Photography Owner: Structural Designer: R A M S A Y G O U R D A-2.1 East Elevation, North Elevation Jane Seymour & Jeremy Dressler A-2.2 West Elevation, South Elevation 447 Main Street N/A: Burlington, VT 05401 Tel: (802) 779-1800; (302) 540-3881 Civil Engineer: Contact: Jane Seymour; Jeremy Dressler N/A Builder: Wild Branch Builders LLC Landscape Architect: 109 Schillhammer Rd Jericho, VT 05466 N/A 7190 Main Street Manchester Center, VT Tel: (802) 338-8519 447 Main Street Contact: Arel Blau Architect: Ramsay Gourd Architects 7190 Main Street Manchester, VT 05255 Tel: 802-362-1480 Contact: Ramsay Cover Ramsay Gourd Architects 1 Mill Street, Suite 185 Burlington, VT 05401 N Ns ot tr f (802)-861-1480 uc or ti Contact: Marcus oN co Page 90 of 119  North West Corner East Side (Driveway) West Side (Yard) North East Corner co N Revisions: Ns ot tr f Existing Conditions SEYMOUR/DRESSLER RESIDENCE uc or 447 Main Street Burlington, VT © Ramsay Gourd, Architect, 2026 Date: 25 Feb. 2026 Drawn By: MIG ti s-1.1 oN Photography R A M S A Y G 7190 Main Street Manchester Center, VT O U R D A R(802) C 362-1480 H I TFAXE(802) TS C362-0179 Page 91 of 119  Revisions: FINISH SCHEDULE WINDOW SCHEDULE Notes: Marvin Ultimate, Wood Windows w/o Trim or Sills-- Marvin Ultimate Ext. Aluminum Clad; Int. Painted Wood (See Window Spec Sheets) Dual Pane, Low-E2. Windows Velux Ext. Aluminum; Int. Painted Wood (See Window Spec Sheets) Exterior Color - TBD; Interior - Wood, Color TBD; 4 9/16" amb depth T p., Hardware; TBD Roofing Rubber Membrane, in Keeping With Existing Dormer Roofing QTY: 1 QTY: 1 Siding Painted Wood, 4" Reveal in Keeping With Existing ULTIMATE DOUBLE HUNG ULTIMATE FRENCH CASEMENT UDHG2 2834E UWFCAPO4048 RO. 2'-8 1/4" x 6'-4" RO. 3'-5" x 3'-11 5/8" Trim Painted Wood, in Keeping With Existing NOTES: NOTES: EGRESS WINDOW 4 QTY: 2 1 ULTIMATE CASEMENT UCA3054 RO. 2'-7" x 4'-5 5/8" QTY: 3 NOTES: EGRESS WINDOW ULTIMATE CASEMENT 5 UDHTRG2 2820 2 RO. 2'-10 1/4" x 2'-4 3/16" QTY: 1 NOTES: EXISTING, ABANDONED CHIMNEY VELUX SKYLIGHT (NOT ORIGINAL OR INTEGRAL TO HISTORIC STRUCTURE) C04 QTY: 4 PULLING AWAY FROM THE HOUSE RO. 1'-9" x 3'-1 7/8" ULTIMATE CASEMENT UCA2028 NOTES: DECK MOUNTED 3 Drawn By: MIG RO. 1'-9" x 2'-3 5/8" NOTES: Date: 25 Feb. 2026 A R(802) C 362-1480 H I TFAXE(802) C362-0179 TS SEYMOUR/DRESSLER RESIDENCE Burlington, VT © Ramsay Gourd, Architect, 2026 R A M S A Y G O U R D 1 East Elevation - Existing Scale: 1/4" = 1'-0" 3 North Elevation - Existing Scale: 1/4" = 1'-0" ORIGINAL CHIMNEY TO REMAIN NEW DORMER CONFIGURATION NEW DORMER CONFIGURATION 7190 Main Street Manchester Center, VT 447 Main Street 2 2 2 5 5 1 Exterior Elevations REMOVE ABANDONED CHIMNEY (NOT ORIGINAL OR INTEGRAL TO HISTORIC STRUCTURE) A-2.1 N 2 East Elevation - Proposed Scale: 1/4" = 1'-0" 4 North Elevation - Proposed Scale: 1/4" = 1'-0" Ns ot tr f uc or ti oN co Page 92 of 119  Revisions: FINISH SCHEDULE WINDOW SCHEDULE Notes: Marvin Ultimate, Wood Windows w/o Trim or Sills-- Marvin Ultimate Ext. Aluminum Clad; Int. Painted Wood (See Window Spec Sheets) Dual Pane, Low-E2. Windows Velux Ext. Aluminum; Int. Painted Wood (See Window Spec Sheets) Exterior Color - TBD; Interior - Wood, Color TBD; 4 9/16" amb depth T p., Hardware; TBD Roofing Rubber Membrane, in Keeping With Existing Dormer Roofing QTY: 1 QTY: 1 Siding Painted Wood, 4" Reveal in Keeping With Existing ULTIMATE DOUBLE HUNG ULTIMATE FRENCH CASEMENT UDHG2 2834E UWFCAPO4048 RO. 2'-8 1/4" x 6'-4" RO. 3'-5" x 3'-11 5/8" Trim Painted Wood, in Keeping With Existing NOTES: NOTES: EGRESS WINDOW 4 QTY: 2 1 ULTIMATE CASEMENT UCA3054 RO. 2'-7" x 4'-5 5/8" QTY: 3 NOTES: EGRESS WINDOW ULTIMATE CASEMENT 5 UDHTRG2 2820 2 RO. 2'-10 1/4" x 2'-4 3/16" QTY: 1 NOTES: VELUX SKYLIGHT C04 QTY: 4 RO. 1'-9" x 3'-1 7/8" ULTIMATE CASEMENT UCA2028 NOTES: DECK MOUNTED 3 Drawn By: MIG RO. 1'-9" x 2'-3 5/8" NOTES: Date: 25 Feb. 2026 A R(802) C 362-1480 H I TFAXE(802) C362-0179 TS SEYMOUR/DRESSLER RESIDENCE Burlington, VT © Ramsay Gourd, Architect, 2026 R A M S A Y G O U R D 1 West Elevation - Existing Scale: 1/4" = 1'-0" 3 South Elevation - Existing Scale: 1/4" = 1'-0" MODIFIED DORMER CONFIGURATION ALLOWING FOR EGRESS FROM BEDROOM NEW DORMER CONFIGURATION NEW SKYLIGHT 7190 Main Street Manchester Center, VT 447 Main Street 3 3 3 3 4 INFILL INFILL REMOVE ABANDONED CHIMNEY (NOT ORIGINAL OR INTEGRAL TO HISTORIC STRUCTURE) Exterior Elevations A-2.2 N 2 West Elevation - Proposed Scale: 1/4" = 1'-0" 4 South Elevation - Proposed Scale: 1/4" = 1'-0" Ns ot tr f uc or ti oN co Page 93 of 119   !"#$%"&' ()*+),,-,./01-/2,-01-34)5,/4)./.,6+*),./71/+)62+-,8/,459/ 462,57/10/79,/:4-;+)/<=7+347,>/?1@A=,/B@)*/CD/E+).1E/+6/ 34.,/E+79/2@-216,F/G@-/,)*+),,-6/51)6+.,-/,;,-H/.,74+=8/0-13/ 79,/3167/+))1;47+;,/0,47@-,6/71/79,/3167/3+)@7,/6@A7=,7+,68// 4==/A,54@6,/79,/E+).1E6/+)/H1@-/913,/9,=2/+==@3+)47,/79,// 3167/+321-74)7/24-76/10/H1@-/=+0,F Q\ltIQuIMvtwlxItpMw\yMztIvuInw\_t t{ltIQuIMvtwlxItpMw\yMztIvuInw\_t IJKLMNOOPMQRSTUJOU tRTU~rMtŽKJTRKr t‚]RmJƒTMpJ„Tm y|U]}aTM_a]PPJR~ GV,-6/A,4@W/4)./E4-379// :@=7+2=,/*=466/127+1)6/01-/ 4-*,-/794)/€†/E+.,// (X7-@.,./4=@3+)@3/,X7,-+1-/ E+79/6+X/E11./62,5+,6/4).// 3,,7+)*/674).4-.6/+)/,),-*H/ AH/YZ†/9+*9F 5=4..+)*/E+79/4)/oo:od;,-+[,./ YZ/+)7,-+1-/[)+69/127+1)6F ,5+,)5H/01-/;4-+1@6/-,*+1)6/ DZ€/[)+69/4)./A45c,./AH// 4)./5=+347,6F 4/DZdH,4-/E4--4)W/4*4+)67/ 594=c+)*/4)./04.+)*F yTmJ~RMŠTUm]SJaJ‹ o)/4--4H/10/6+3@=47,./.+;+.,./ \]UUO^M_LTK`U]Ja tKa|mJƒTMw|SOaOK` =+7,/2477,-)68/+)7,-+1-/4)./,X7,-+1-/ wa|sJR|sMQRSTUaOK` b-1;+.,6/4/6=,,c/4,679,7+5// o57+;47,6/E9,)/79,/6469,6/4-,/ 51=1-/127+1)68/YZ/94-.E4-,/ (=+3+)47,6/.-4Œ6/4)./ 47/Ydefghij/71/34X+3+k,/.4H=+*97/ 5=16,.8/=15c+)*/79,/E+).1EF [)+69,68/4)./4-59712/31.,=6F +32-1;,6/79,/E+).1E6/ 12,)+)*/E9+=,/34+)74+)+)*/ 1;,-4==/67-@57@-4=/+)7,*-+WF 9+671-+54=/455@-45HF lJaSMN]mLMnOPT o==1E6/,46H/455,66/71// ,X7,-+1-/*=466/01-/5=,4)+)*// 4)./34+)7,)4)5,F p|‚TUJOUMNT]SLTUMzTUOUs]RKT ‘dbC€Z/1)/3167/6+k,6F/G27+1)4=/ p]mLMq]a]RKTMprmSTsm 5133,-5+4=/’‘“”/2,-01-34)5,/4)./ ()4A=,6/631179/12,-47+1)// •–—/5,-7+[,./514674=/2,-01-34)5,/ 47/79,/=4-*,67/6+k,6F 1)/3167/6+k,6F lU]PJSJOR]aMpJaaMqTƒTa ‡9,/Yˆ‰/A,;,=/2-1;+.,6/127+34=/ E47,-/34)4*,3,)7/E9+=,/ 34+)74+)+)*/4/5=466+5/=11cF 01 345678 734   78 345678 734   78 02 Page 94 of 119 X|HU@Uy}H}~UH  bcdefeghivwxed bcdefeghijechklediminohpqgd aABBaNMJNyMNNWaNMJ UM"ISM"T@  K&'%(1$r./(7&/)z$s&2)7)1/$&1-$r./(7&/)$s&2)7)1/$ r./(7&/)$s&2)7)1/$>(1-+>2$&..+>$&88)22$/+$9+/4$2(-)2$+,$$ {&''+>$\'&7)$>(1-+>2$&')$&7+1;$/4)$7+2/$%)'2&/(.)$ /4)$;.&22$,'+7$(12(-)$6+3'$4+7)?$7&:(1;$(/$)&26$/+$>&24$/4)7$ &1-$(11+%&/(%)$8&2)7)1/$>(1-+>2$)%)'$0'+-38)-<$ >(/4+3/$.&--)'2$+'$2/')22< r./(7&/)$s&2)7)1/$2*.)2$,)&/3')$8+18)&.)-$73./(L0+(1/$ K&'%(1L)t8.32(%)$V&24$K+-)$1+/$&%&(.&9.)$+1$r./(7&/)$s&2)7)1/$>(1-+>2$$ .+8:2?$&$0&/)1/)-$V&24$K+-)?$&1-$-3'&9.)$4&'->&')$ (1$2(5)2$.)22$/4&1$]^Z$>(-)$+'$r./(7&/)$\')184$s&2)7)1/?$r./(7&/)$#>1(1;?$$ +'$u+31-$[+0$>(1-+>2< /4&/$+0)'&/)2$27++/4.6$)%)1$&/$/4)$.&';)2/$2(5)2$,+'$ )&2()'$+0)'&/(+1$(1$4&'-L/+L')&84$&')&2< }€@|}UX|HU@Uy} }€@|}UX|HU@Uy}y|„„Sa„|@U #$')8)22)-$2&24$,+'$&$/'&-(/(+1&.$.++:?$0.32$&$,3..$ #$ƒ324$2&24$/+$/4)$)t/)'(+'$&1-$1&''+>$&79$-)0/4$7&:)$ &79?$+‚)'$-)2(;1$ƒ)t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†C‡ˆ‰Š‹aABBŒMJ yMNNWaNMJU NN [4)$r./(7&/)$s&2)7)1/$4&2$&$ WT0CŽˆ‰Š‹yMNNWŒMJ ')8)22)-$2&24$,+'$&$/'&-(/(+1&.$ [4)$r./(7&/)$s&2)7)1/$ +'$4(2/+'(8$.++:< {&''+>$\'&7)$4&2$&$ ƒ324L/+L,'&7)$2&24$,+'$$ &$8+1/)70+'&'6$.++:< MNGHR"!STUM" S! W!!GX !NBE aNE!JN V)$4&%)$-)%).+0)-$/4)$7+2/$ P(7(/2$/4)$8&2)7)1/$2&24$+0)1(1;$$ \.(0$&$.)%)'$/+$.+8:$/4)$2&24$2)83').6$ -3'&9.)$4&'->&')$(1$/4)$(1-32/'6?$ /+$.)22$/4&1$YZ$>4)1$)1;&;)-<$[4)$ (1$0.&8)$&/$73./(0.)$2)/$&1;.)2?$ >4(84$0'+%(-)2$)&26$+0)1(1;$ ').)&2)$7)84&1(27$&..+>2$,+'$+0)'&/(+1$ &..+>(1;$6+3$/+$:))0$6+3'$>(1-+>2$ &1-$27++/4$+0)'&/(+1$+1$)%)1$ 9)6+1-$YZ<$[4(2$+0/(+1$7))/2$/4)$#Q[K$ +0)1$+1$>(1-6$-&62<$#%&(.&9.)$,+'$ /4)$.&';)2/$8&2)7)1/2< \]^_^L]`$2/&1-&'-< 0324L+3/$+1.6< 01 345678 734   78 345678 734   78 02 Page 95 of 119    !"#$%& KLMNO eTVfghTSiPUQjkfii kRVQlQjSimnjohmV 8@93<4*6/0/9( '()*+,-./0*123/4,3)5*6-)07(*8,9)4)03*:/0;<:*=,/-9*)>=)-3* KLMNp njSQUnhUiqnQm )0?/0))-/0?*:/3(*3(<@?(3A@2*;)9/?0*3<*<B)-*,*C),@3/A@2* X/0) ,-7(/3)73@-,2*:/0;<:*3(,3*:<0D3*7<4=-<4/9)*<0*=)-A<-4,07)* KLMNr QsSQUnhUiqnQm <-*)0)-?E*)F7/)07EG*'()*123/4,3)*6-)07(*8,9)4)03*(,9*0<* t@04)3,2 7)03)-*.)-3/7,2*=<93*,0;*<=)09*2/H)*,*6-)07(*;<<-G*I/4=2E* KLMNd kURjughTSiPUQjkfii 7-,0H*<=)0*),7(*/0;)=)0;)03*9,9(*<-*=@9(*<@3*),7(*9,9(* kRVQlQjSimnjohm Y)9/?0)-*v2,7H ,0;*)0J<E*,0*@0<C93-@73);*./):G KLMNp KLMNd PQRSTUQV 8(<<9)*7-,0HW<=)0*<-*=@9(W<=)0*;)9/?0 X-<./;)9*@0/03)--@=3);*./):9*:/3(*0<*7)03)-*.)-3/7,2*=<93 Y@-,C2)*(,-;:,-)*,22<:9*/0;/./;@,2*9,9()9*3<*<=)0*),9/2E 10/Z@)*[,9(*+<;)*,22<:9*7<0.)0/)03*72),0/0?*<A*C<3(** 9/;)9*<A*?2,99*A-<4*/0;<<-9 +@23/W=</03*2<7H/0?*9E93)4*)09@-)9*,*3/?(3*9),2*,0;*9)7@-/\* A-<4*3<=*3<*C<33<4 KLMNr ]>=,09/.)*9/^)9*3<*_3*<=)0/0?9*@=*3<*`a*:/;)*CE*ba*(/?( 8(<<9)*3-,;/3/<0,2*c?))*=-<_2)9*<-*9Z@,-)*=-<_2)9** A<-*,*4<-)*7<03)4=<-,-E*2<<H KLMNO 01 2345679 623   67 2345679 623   67 00 Page 96 of 119 FS Fixed Skylight Technical Product Data Sheet Description • FS Fixed Deck Mount Skylight that mounts to the roof deck. Fixed skylight, provided with various glazings, is manufactured with a white finished (optional stain grade) pine frame/sash, a neutral gray aluminum profile (optional copper) and an insulated glass unit. Installation • Designated top, bottom, and sides for installation in one direction. • Single unit applications or combination flashing for multiple skylight applications, over/under, side by side. • 14 degrees to 85 degrees, use standard installation procedure. Flashings • EDL – Engineered neutral gray flashing for single installation with thin roofing material (½” max) for roof pitches from 14-85 degrees. • EDW – Engineered neutral gray flashing for single installation with tile (over ¾”) roofing material for Standard Sizes roof pitches from 14-85 degrees. • A06, C01, C04, C06, C08, C12, D26, D06, M02, • EDM - Engineered neutral gray flashing for single M04, M06, M08, S01, S06 installation with metal roof (1½”-1¾” max profile) for • No custom sizes available. roof pitches from 14-85 degrees. Warranty • EKL- Engineered neutral gray flashing for multiple skylights with thin roofing material (Max. 5/16”) on • Installation – 10 years from the date of purchase; roof pitches from 14 to 85 degrees. VELUX No Leak Warranty warrants skylight installation. Must be installed with VELUX flashings • EKW – Engineered neutral gray flashing for multiple and included adhesive underlayment. skylights with high profile roofing material (Max. 3½”) on roof pitches from 15 to 85 degrees. • Skylight – 10 years from the date of purchase; VELUX warrants that the skylight will be free from • Applications less than 14-degree roof pitch - defects in material and workmanship. flashing provided by others. • Glass Seal – 20 years from the date of purchase; VELUX warrants that the insulated glass pane will Interior Accessories not develop a material obstruction of vision due to • FSCH - Solar powered Room darkening - double failure of the glass seal. pleated shade. • Hail Warranty – 10 years from the date of • FSLH - Solar powered Light filtering - single pleated purchase; VELUX warrants only laminated glass shade. panes against hail breakage. • Accessories and Electrical Components – 5 Type Sign years from the date of purchase; VELUX warrants • Example: FS C01 0004E 01BM05 Velux shades and control systems will be free from • Located on bottom of interior frame. defects in material and workmanship. VELUX America LLC • 1-800-88-VELUX • veluxusa.com 1 Page 97 of 119  Cross Section Rough Frame Rough Frame Daylight Frame Skylight Frame Skylight Size Opening Aperture Opening Aperture Area Width Width Height Height Width Width Height Height (Sq. Feet) A06 14 ½ 15 ¼ 11 ଵହ⁄ଵ଺ 16 ଵ⁄଼ 45 ¾ 46 ¼ 42 ଵହ⁄ଵ଺ 47 ¼ 3.56 C01 21 21 ½ 18 ଷ⁄ଵ଺ 22 ଷ⁄଼ 26 ଻⁄଼ 27 ଷ⁄଼ 24 ଵ⁄ଵ଺ 28 ଷ⁄଼ 3.03 C04 21 21 ½ 18 ଷ⁄ଵ଺ 22 ଷ⁄଼ 37 ଻⁄଼ 38 ଷ⁄଼ 35 ଵ⁄ଵ଺ 39 ଷ⁄଼ 4.43 C06 21 21 ½ 18 ଷ⁄ଵ଺ 22 ଷ⁄଼ 45 ¾ 46 ¼ 42 ଵହ⁄ଵ଺ 47 ¼ 5.43 C08 21 21 ½ 18 ⁄ଵ଺ 22 ⁄଼ 54 ⁄ଵ଺ 54 ଵହ⁄ଵ଺ ଷ ଷ ଻ 51 ହ⁄଼ 55 ଵହ⁄ଵ଺ 6.52 C12 21 21 ½ 18 ଷ⁄ଵ଺ 22 ଷ⁄଼ 70 ¼ 70 ¾ 67 ଻⁄ଵ଺ 71 ¾ 8.52 D26 22 ½ 23 ½ 19 ଵହ⁄ଵ଺ 24 ଵ⁄ଵ଺ 22 ଵହ⁄ଵ଺ 23 ଻⁄ଵ଺ 20 ଵ⁄଼ 24 ଻⁄ଵ଺ 2.78 D06 22 ½ 23 ½ 19 ଵହ⁄ଵ଺ 24 ଵ⁄ଵ଺ 45 ¾ 46 ¼ 42 ଵହ⁄ଵ଺ 47 ¼ 5.94 M02 30 ଵ⁄ଵ଺ 30 ଽ⁄ଵ଺ 27 ¼ 31 ଻⁄ଵ଺ 30 30 ½ 27 ଷ⁄ଵ଺ 31 ½ 5.15 M04 30 ଵ⁄ଵ଺ 30 ଽ⁄ଵ଺ ଻ 27 ¼ 31 ⁄ଵ଺ 37 ⁄଼ ଻ 38 ଷ⁄଼ 35 ଵ⁄ଵ଺ 39 ଷ⁄଼ 6.64 M06 30 ଵ⁄ଵ଺ 30 ଽ⁄ଵ଺ ଻ 27 ¼ 31 ⁄ଵ଺ 45 ¾ 46 ¼ 42 ଵହ⁄ଵ଺ 47 ¼ 8.13 M08 30 ଵ⁄ଵ଺ 30 ଽ⁄ଵ଺ 27 ¼ 31 ଻⁄ଵ଺ 54 ଻⁄ଵ଺ 54 ଵହ⁄ଵ଺ 51 ହ⁄଼ 55 ଵହ⁄ଵ଺ 9.77 S01 44 ¼ 44 ¾ 41 ଻⁄ଵ଺ 45 ଽ⁄ଵ଺ 26 ଻⁄଼ 27 ଷ⁄଼ 24 ଵ⁄ଵ଺ 28 ଷ⁄଼ 6.92 S06 44 ¼ 44 ¾ 41 ଻⁄ଵ଺ 45 ଽ⁄ଵ଺ 45 ¾ 46 ¼ 42 ଵହ⁄ଵ଺ 47 ¼ 12.36 Glazings and Certification Fla Prod NFRC NFRC NFRC Hallmark IAPMO-ES Glazing Approval HVHZ TDI U-factor SHGC Vt 426-H-672 ER 199 13303 04 Laminated -2.3 mm laminated (0.76 mm interlayer) 0.44 0.26 0.60 √ √ √ SK-03 with tempered Low E366 outer pane. 06 Impact – 2.3 mm laminated (2.28 mm interlayer) √ with tempered Low E366 outer pane for hurricane 0.41 0.26 0.60 √ √ SK-14 areas. 08 White laminated -2.3 mm Laminated (0.76mm 0.44 0.25 0.42 √ √ √ SK-03 white interlayer) with tempered Low E366 outer pane. 10 Snowload- 3 mm laminated (0.76 mm interlayer) 0.48 0.27 0.45 √ with tempered Low E366 outer pane. Consult with Customer Service for special glazing options. VELUX America LLC • 1-800-88-VELUX • veluxusa.com 2 Page 98 of 119 Corner keys made of ASA Luran in neutral grey finish. VELUX America LLC • 1-800-88-VELUX • veluxusa.com 3 Page 99 of 119  National Register Listing: University Green Historic District Formal Name/Address: 447 Main Street Description(s) Page 100 of 119 Partial Description(s) Page 101 of 119 Picture(s) View looking East: View looking Southwest: Page 102 of 119 View looking Southwest: Page 103 of 119 Department of Permiting and Inspections William Ward, Director Zoning Division Scott Gustin, AICP, CFM, Principal Planner 645 Pine Street Mary O’Neil, AICP, Principal Planner Kirk Dressing, Associate Planner Burlington, VT 05401 Joseph Cava, Planning Technician www.burlingtonvt.gov/pz Collin Naheedy, Zoning Compliance Officer Phone: (802) 865-7188 Fax: (802) 865-7195 MEMORANDUM To: The Design Advisory Board From: Mary O’Neil, AICP, Principal Planner RE: ZP-25-622 Location: 37 Archibald Street Date: March 17, 2026 File: ZP-25-622 Location: 37 Archibald Street Zone: RM Ward: 2 Date application accepted: December 15, 2025 (incomplete) Revised plans received: March 4, 2026 Applicant/ Owner: Edie Rhoads Request: Proposed change of use from existing single-family home to two units. Background: • Zoning Permit 08-342CA / 07-655; Replace 6 windows and 2 entry doors. Install white vinyl siding and insulation. October 2007. Overview: 37 Archibald Street appears on the 1889 Hopkins Map of Burlington, and identified within Burlington Land Records as a single-family home in 19111. It is not clear if the structure identified is the same building that exists today, although it is similarly set back from the street and was described as 1 ½ stories. This building is proposed to be converted to a duplex via a 2nd story addition. [Project scope has diminished: Original request was to convert to four units.] The DAB reviewed the plans at their February 24, 2026 meeting, and voted to Table the application pending revisions as recommended by the Board. Revised plans were uploaded March 4, 2027. Article 6: Development Review Standards Part 1: Land Division Standards 1 City of Burlington Land Records, V112:151. The programs and services of the City of Burlington are accessible to people with disabilities. For accessibility information call 865-7188 (for TTY users 865-7142). Page 104 of 119 No subdivision is proposed. Not applicable. Part 2: Site Plan Design Standards Sec. 6.2.1 Applicability. These standards shall be satisfied for the approval of all development subject to the provisions of this ordinance found in Article 3, Section 3.4.2(1) – Site Plan Review. Sec. 6.2.2 Review Standards (a) Protection of Important Natural Features: The submitted site plan reflects existing conditions, with no change to the landscaping or topography. Not applicable. (b) Topographical Alterations: No change to the topography is proposed within the submission materials. (c) Protection of Important Public Views: There are no protected public views from or through this property. Not applicable. (d) Protection of Important Cultural Resources: 37 Archibald Street is not listed on the state or National Register of Historic Resources. Not applicable. (e) Supporting the Use of Renewable Energy Resources: Nothing within this application precludes the use of wind, water, solar, geothermal or other renewable energy resource. (f) Brownfield Sites: 37 Archibald is not listed on the Department of Environmental Conservation’s Brownfields list. Not applicable. (g) Provide for nature's events: Special attention shall be accorded to stormwater runoff so that neighboring properties and/or the public stormwater drainage system are not adversely affected. All development and site disturbance shall follow applicable city and state erosion and stormwater management guidelines in accordance with the requirements of Art 5, Sec 5.5.3. Design features which address the effects of rain, snow, and ice at building entrances, and to provisions for snow and ice removal or storage from circulation areas shall also be incorporated. Per the provided site plan, no site alterations are proposed. The newly submitted floor plan shows double entry doors on the north/front elevation, which is protected with a covered entryway. 2 Page 105 of 119 (h) Building Location and Orientation: The introduction of new buildings and additions shall be consistent with the intent of the district. New buildings and additions should be aligned with the front façade of neighboring buildings to reinforce the existing “street-edge,” or where necessary, located in such a way that complements existing natural features and landscapes. Buildings placed in mixed-use areas where high volumes of pedestrian traffic are desired should seek to provide sufficient space (optimally 12-15 feet) between the curbline and the building face to facilitate the flow of pedestrian traffic. In such areas, architectural recesses and articulations at the street-level are particularly important, and can be used as an alternative to a complete building setback in order to maintain the existing street wall. Principal buildings shall have their main entrance facing and clearly identifiable from the public street. The existing entry on the façade is proposed to be retained. There are no other access doors defined on the building elevations, which may be a conflict with life safety code. The originally provided site plan does not provide a footprint for the entry stairs, or measurement to the property line, which is needed. (i)Vehicular Access: Curb cuts shall be arranged and limited in number to reduce congestion and improve traffic safety. A secondary access point from side roads is encouraged where possible to improve traffic flow and safety along major streets. The width and radius of curb cuts should be kept to the minimum width necessary, and sight triangles and sufficient turnarounds for vehicles shall be provided to reduce the potential for accidents at points of egress. No changes are proposed for the existing driveway, which is provided as 8’ x 30’deep. (j) Pedestrian Access: Pedestrians shall be provided one or more direct and unobstructed paths between a public sidewalk and the primary building entrance. Well defined pedestrian routes shall be provided through parking areas to primary building access points and be designed to provide a physical separation between vehicles and pedestrians in a manner that minimizes conflicts and improves safety. Where sidewalks and driveways meet, the sidewalk shall be clearly marked by differentiated ground materials and/or pavement markings. A walkway to the front door is illustrated on the site plan. If a second entry/exit door is proposed, a pedestrian path to that entry is required. 3 Page 106 of 119 (k) Accessibility for the Handicapped: Special attention shall be given to the location and integration of accessible routes, parking spaces, and ramps for the disabled. Special attention shall also be given to identifying accessible access points between buildings and parking areas, public streets and sidewalks. The federal Americans with Disabilities Act Accessibility Guidelines (ADAAG) shall be used as a guide in determining the adequacy of the proposed development in addressing the needs of the disabled. ADA compliance is under the jurisdiction of the building official. (l) Parking and Circulation: To the extent possible, parking should be placed at the side or rear of the lot and screened from view from surrounding properties and adjacent public rights of ways. Attempts to link adjacent parking lots or provide shared parking areas which can serve neighboring properties simultaneously shall be strongly encouraged. Parking shall be laid out to provide ease in maneuvering of vehicles and so that vehicles do not have to back out onto city streets. Dimensions of spaces shall at a minimum meet the requirements as provided in Article 8. The perimeter of all parking areas shall be designed with anchored curb stops, landscaping, or other such physical barriers to prevent vehicles from encroaching into adjacent green spaces. All parking areas shall provide a physical separation between moving and parked vehicles and pedestrians in a manner that minimizes conflicts and gives pedestrians a safe and unobstructed route to building entrance(s) or a public sidewalk. Where bicycle parking is provided, access shall be provided along vehicular driveways or separate paths, with clearly marked signs indicating the location of parking areas. Where bicycle parking is located proximate to a building entrance, all shared walkways shall be of sufficient width to separate bicycles and pedestrians, and be clearly marked to avoid conflicts. All bicycle parking areas shall link directly to a pedestrian route to a building entrance. All bicycle parking shall be in conformance with applicable design & construction details as provided by the dept. of public works. No changes are proposed to the existing vehicular access and parking/drive area. Bicycle parking will be required for the two residential units. Long term bike parking is calculated at 1 space/2 bedrooms. The applicant shall provide the bedroom count to finalize the bike parking requirement, and the location of bike parking. (m) Landscaping, Fences and Retaining Walls: No fences or landscaping are proposed. Not applicable. (n) Public Plazas and Open Space: No public plazas or open space are required. Not applicable. 4 Page 107 of 119 (o) Outdoor Lighting: Where exterior lighting is proposed the applicant shall meet the lighting performance standards as per Sec 5.5.2. No lighting information has been provided. The applicant shall provide lighting fixture information with proposed light levels. (p) Integrate infrastructure into the design: Exterior storage areas, machinery and equipment installations, service and loading areas, utility meters and structures, mailboxes, and similar accessory structures shall utilize setbacks, plantings, enclosures and other mitigation or screening methods to minimize their auditory and visual impact on the public street and neighboring properties to the extent practicable. Utility and service enclosures and screening shall be coordinated with the design of the principal building, and should be grouped in a service court away from public view. On- site utilities shall be place underground whenever practicable. Trash and recycling bins and dumpsters shall be located, within preferably, or behind buildings, enclosed on all four (4) sides to prevent blowing trash, and screened from public view. Any development involving the installation of machinery or equipment which emits heat, vapor, fumes, vibration, or noise shall minimize, insofar as practicable, any adverse impact on neighboring properties and the environment pursuant to the requirements of Article 5, Part 5 Performance Standards. Building elevations and/or the site plan do not define the location of meters, mechanical equipment, utility connections, mailboxes or trash/recycling facilities. All are required. Part3: Architectural Design Standards Sec. 6.3.2 Review Standards (a) Relate development to its environment: Proposed buildings and additions shall be appropriately scaled and proportioned for their function and with respect to the purpose of the zoning district. They should integrate harmoniously into the topography, and to the use, scale, and architectural details of existing buildings in the vicinity; however, such consideration shall not require building height to be more limited than otherwise allowed within an applicable zoning district or overlay zone per Article 4. The following shall be considered: 1. Massing, Height and Scale: While architectural styles or materials may vary within a streetscape, proposed development should maintain an overall scale similar to that of surrounding buildings, or provide a sensitive transition, where appropriate, to development of a dissimilar scale. In low and medium residential districts, the height and massing of existing residential buildings should be carefully considered when evaluating the compatibility of 5 Page 108 of 119  additions and infill development; however, no modifications by the DRB shall be made to projects which otherwise limit the allowable Principal Structure footprint, height, and number of units per building otherwise permitted by Tables 4.4.5-1 and 4.4.5-2. 37 Archibald is smaller in scale that the two buildings that abut it. The addition of a second story leans toward the multi-story character of abutting properties. Buildings should maintain consistent massing and perceived building height at the street level, regardless of the overall bulk or height of the building. Buildings should maintain a relationship to the human scale through the use of architectural elements, variations of proportions and materials, and surface articulations. Large expanses of undifferentiated building wall along the public street or sidewalk shall be avoided. The apparent mass and scale of buildings shall be broken into smaller parts by articulating separate volumes reflecting existing patterns in the streetscape, and should be proportioned to appear more vertical than horizontal in order to avoid monotonous repetition. (See also (d) Provide an active and inviting street edge below.) The design methodology here is a second story addition to add a new residential unit. The builder has altered his plans to create a cross-gable 2nd story per the Board’s recommendation. The revision has provided height and massing that more closely aligns this structure with its much larger neighbors. 2. Roofs and Rooflines. New buildings should incorporate predominant roof forms and pitches within the existing neighborhood and appropriate to the context. Large expanses of undifferentiated roof forms shall be avoided. This can be achieved by incorporating dormers or some variation in the roof form to lessen the impact of the massing against the sky. While flat roofs can be a reasonable architectural solution, pitched roof forms and architectural elements that enhance the city’s skyline are strongly encouraged. Roof eaves, parapets, and cornices should be articulated as an architectural detail. Roof-top mechanicals shall be screened from view from the public street, and should be incorporated into and hidden within the roof structure whenever possible. The new second story is proposed to have a gable roof, more closely reflecting neighboring properties. The predominant roof form is a gable or flat roof, when associated with an Italianate style residence. 6 Page 109 of 119 3. Building Openings Principal entrances shall be clearly defined and readily identifiable from a public street whether by a door, a canopy, porch, or other prominent architectural or landscape features. People with physical challenges should be able to use the same entrance as everyone-else and shall be provided an “accessible route” to the building. Attention shall also be accorded to design features which provide protection from the affects of rain, snow, and ice at building entrances, and to provisions for snow and ice removal or storage. Window openings shall maintain consistent patterns and proportions appropriate to the use. The window pattern should add variety and interest to the architecture, and be proportioned to appear more vertical than horizontal. Where awnings over windows or doors are used, the lowest edge of the awning shall be at least eight (8) feet above any pedestrian way, and shall not encroach into the public right-of-way without an encroachment permit issued by the dept. of public works. Revised elevations only show the front/north double entry. If any other entry openings are proposed or required, they shall be illustrated on revised building elevations. Vinyl windows are proposed. The applicant will need to confirm compliance with egress requirements with the building official. (b) Protection of Important Architectural Resources: 37 Archibald is not listed on the state or National Register of Historic Resources. Not applicable. (c) Protection of Important Public Views: There are no protected public views from or through this property. Not applicable. (d) Provide an active and inviting street edge: Building facades shall be varied along the street edge by the integration of architectural features, building materials, or physical step-backs of the façade along its length. Large expanses of undifferentiated building wall shall be avoided. This may be accomplished by incorporating fenestration patterns, bays, horizontal and vertical façade articulations, the rhythm of openings and prominent architectural features such as porches, patios, bays, articulated bases, stepping back an elevation relative to surrounding structures, and other street level details. The use of traditional facade components such as parapet caps, cornices, storefronts, awnings, canopies, transoms, kick plates, and recessed entries are highly encouraged. In areas where high volumes of pedestrian traffic are desired, the use of architectural recesses and articulations at the street-level are particularly important in order to facilitate the flow of pedestrian traffic. 37 Archibald is uniquely set back from the front parcel line, about 18’ from the streetfront. Abutting properties both to the east and west are situated close to the sidewalk. This plan retains the orientation and arrangement of the façade, with the addition of a second story approximately 12’ from the front façade. A proposed building height has not been provided; however, the 7 Page 110 of 119 ordinance limits building height to 35’ or three stories. No scale is provided on plans, so building height has not been defined. An accurate scale and height measurements are required. (e) Quality of materials: All development shall maximize the use of highly durable building materials that extend the life cycle of the building, and reduce maintenance, waste, and environmental impacts. Such materials are particularly important in certain highly trafficked locations such as along major streets, sidewalks, loading areas, and driveways. Efforts to incorporate the use of recycled content materials and building materials and products that are extracted and/or manufactured within the region are highly encouraged. Vinyl windows and doors are of limited durability but considered acceptable for new construction on non-historic structures. (f) Reduce energy utilization: New structures should incorporate the best available technologies and materials in order to maximize energy efficient design. All new construction shall meet the Guidelines for Energy Efficient Construction pursuant to the requirements of Article VI. Energy Conservation, Section 8 of the City of Burlington Code of Ordinances. New structures should take advantage of solar access where available, and shall undertake efforts to reduce the impacts of shadows cast on adjacent buildings where practicable, in order to provide opportunities for the use of active and passive solar utilization. The applicant will be required to provide Residential Building Energy Standards information prior to issuance of a Certificate of Occupancy. If retained, the south-facing shed roof would be an excellent candidate for solar installation. (g) Make advertising features complementary to the site: No signage is proposed. Not applicable. (h) Integrate infrastructure into the building design: See Section 6.2.2. (p), above. (i) Make spaces secure and safe: Spaces shall be designed to facilitate building evacuation, accessibility by fire, police or other emergency personnel and equipment, and, to the extent feasible, provide for adequate and secure visibility for persons using and observing such spaces. Building entrances/entry points shall be visible and adequately lit, and intercom systems for multi- family housing should be incorporated where possible, to maximize personal safety. No lighting plan has been provided, and is essential to understand adequate lighting at building entrances. Unit numbers shall be identified as per the direction of the fire marshal’s office, and clearly visible from the street. 8 Page 111 of 119 All required building and life safety code as defined by the building official and fire marshal shall apply. Items for the Board’s consideration: 1. The applicant shall provide lighting fixture information with proposed light levels. 2. The minimum dwelling unit size under the Neighborhood Code is 350 sq. ft. 3. The site plan shall be revised to include the footprint/area for the westerly entry stairs, and their setback from the property line. Any change in lot coverage shall be defined. 4. The applicant shall provide a final bedroom count to calculate required Long Term bike parking spaces @ 1/two bedrooms. 5. A letter of adequate water and sewer capacity shall be submitted from Burlington’s Water Resource Division. 6. A state waste water permit shall be required. This is the obligation of the applicant to secure prior to issuance of a Certificate of Occupancy. 7. Impact fees may be due within 30 days of issuance of the related building permit, as determined by the Water Resources Division and the Technical Services Division of the Department of Public Works based on water and wastewater flows and peak hour vehicle trip ends, respectively. 8. A revised estimated construction cost shall be provided to correct application fees. Per Section 3.2.4 (a): Application fees are based on the estimated fair market value of the construction costs for the type and scope of site improvements and construction being proposed. This is not the actual cost to the applicant. Applicants may be required by the administrative officer to document any fees calculated based on the estimated cost of construction in accordance with the most recent publication of the RS Means Construction Cost Estimation cataloque or equivalent. 9. The location of mailboxes, utility connections, trash and recycling materials, and any mechanical equipment shall be provided on elevations and/or the site plan as appropriate. 10. The applicant shall provide the net new area of the addition. 11. Standard Permit Conditions 1-15. 9 Page 112 of 119 Page 113 of 119 Page 114 of 119 Page 115 of 119 Page 116 of 119 Page 117 of 119 Page 118 of 119 Page 119 of 119