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2018-05-02 Planning Report
TPC3601 Thurston Avenue N, Suite 100 Anoka, MN 55303 Phone: 763.231.5840 Facsimile: 763.427.0520 TPC@PlanningCo.corn ene, . PLANNING REPORT TO: Eric Johnson FROM: Scott Richards DATE: May 2, 2018 RE: Oak Park Heights — Holiday Inn Express — Conditional Use Permits for a Reduced Front Yard Setback, Reduction in Number of Parking Stalls, Allowance for Number of Wall Signs, and Request to Exceed the Building Height Requirement; and Design Guidelines/Site Plan Review— 5921 Memorial Avenue North TPC FILE: 236.02 — 18.01 BACKGROUND Kirk Schultz, representing Madison Hospitality Group, has made applications for Conditional Use Permits for a reduced front yard setback, reduction in number of parking stalls, allowance for number of wall signs, and request to exceed the building height requirement; and Design Guidelines/Site Plan Review to construct a four-story Holiday Inn Express at 5921 Memorial Avenue North. The Planning Commission, at its April 12, 2018 meeting, continued the public hearing and recommended the Applicant provide additional information on the project before making a recommendation. A discussion of what the Planning Commission requested, and the Applicant's response is as follows: EXHIBITS The review is based upon the following submittals: Exhibit 1 : Ramaker and Associates Response — April 26, 2018 Exhibit 2: Architectural Site Plan (A001) Exhibit 3: Site Fire Truck Check (Firetruck) Exhibit 4: Aerial View of Site Exhibit 5: View Looking SE from Highway 36 Exit Ramp Exhibit 6: View Looking S from Highway 36 Exhibit 7: View Looking NW from Intersection of Stillwater Blvd and 58th Street N Exhibit 8: View Looking SW from North Side of Highway 36 Exhibit 9: April 5, 2018 Planning Report with Exhibits ANALYSIS OF ISSUES In an April 20, 2018 letter to Mr. Schultz, City Staff requested additional information as discussed by the Planning Commission including: 1. Drainage calculations for the site. 2. Perspective diagrams showing the Holiday Inn Express building with the adjacent Stillwater Motors and Century Motors building elevations. This should be shown from Highway 36 as well as the corner of 58th Street and Memorial Avenue North. 3. A revised site plan that shows proof of parking stalls to meet the required number by ordinance, or a plan that indicates how parking will be addressed during high occupancy times. Exhibit 1 outlines the response from Ramaker and Associates,the Project Engineer. 1. The Engineer is working on the drainage calculations and it is expected they will be completed before the Planning Commission meeting. The City Engineer does not anticipate any engineering issues that will impact the site plan. 2. The perspective diagrams are attached. For reference the highest parapet of the Stillwater Motors building is 35 feet. The highest parapet of the Century Power building is 28 feet. The hotel is proposed at 47 feet, 10 inches. 3. The site plan has been reviewed by the Fire Chief with recommendations on fire equipment access. A revised site plan is attached with 105 parking stalls and seven additional proof of parking stalls for a total of 112. The site requires 115 parking stalls by Zoning Ordinance standards. The Applicant is requesting a Conditional Use Permit to vary from the requirement and has indicated in the narrative the justification for the lesser number of stalls. Based upon other hotels of this size,the proposed parking will adequately serve the site. CONCLUSION/RECOMMENDATION Subject to the preceding review, City staff recommends the Planning Commission consider the following listed requests subject to the conditions that follow: • Conditional Use Permit for Reduced Front Yard Setback • Conditional Use Permit for Reduction in Number of Parking Stalls • Conditional Use Permit to Exceed the Building Height Requirements • Conditional Use Permit for Number of Wall Signs • Design Guidelines/Site Plan Review 2 1 . The Applicant shall agree to escrow sufficient funds, as specified by the City Engineer, to complete the improvement of Memorial Avenue North to an urban section, including all trails or sidewalks or agree that the City will complete the work and petition for the public improvement, waiving notice of public hearing and assessments, as required under Minnesota Statute 429. 2. The sidewalk from the main entrance to the hotel should be extended at this time to the roadway pavement. When Memorial Avenue North is reconstructed, a sidewalk will be added along this roadway. 3. All grading, drainage, erosion control, and utility plans are subject to review and approval of the City Engineer. Storm water plans are also subject to review and approval of the Browns Creek Watershed District. 4. All light fixtures shall be full cut off, compliant with the height requirements, and be consistent with Section 401 .15.6.7 of the Zoning Ordinance as it relates to lighting requirements. 5. The Planning Commission shall comment on the lighting of the building's architectural features and the proposed light fixtures. 6. All signs shall be designed to comply with the Zoning Ordinance requirements for internal illumination. 7. The Planning Commission shall comment on the building design and building materials. The applicant shall provide building material samples for Planning Commission review. 8. All mechanical equipment on the roof or on the site shall be fully screened in accordance with the provisions of the Zoning Ordinance. 9. The Applicant shall provide a snow removal plan or indicate if the snow will be hauled off site. No parking stalls shall be used for snow storage. 10. The Planning Commission should consider whether to allow the Conditional Use Permit for a forth wall sign. 11 . The landscape plan shall be subject to the review and approval of the City Arborist. 12. A bike rack should be identified on the site plan and placed on site. 13. The Applicant shall discuss methods of construction and site design as it relates to sustainability with the Planning Commission. 3 844- 1 RAMAKER & ASSOCIATES, INC. Responses to 4/20/2018 CUP Application Letter 3 Staff Comments: 1. Drainage calculations for the site: a. Calculations are still in progress currently and are not complete. We do have results of the soil borings,which did not reveal anything detrimental to the storm water drainage calculations. Our struggle has been with the watershed district. We have reached out numerous times to gather information necessary to complete our calculations. We are finally scheduled for a call with the district on Friday,April 27th. If we can get the information needed during the call,we can work on the calculations the week of April 30 and have the report to you soon after that. 2. Perspective diagrams: a. As an attachment to this response,we have included several views of the hotel from different viewpoints. The views show that the due to the location of the hotel on our site,the 4-story height does not adversely impact the neighboring properties. We also included an aerial view of the area to display the relationship of the hotel building to the neighboring properties. As you can see there is no impact from Highway 36 due to the height of the hotel. b. One other item for thought regarding the building height. Some of the other buildings mentioned that are 2 or 3 story hotels currently operating in Oak Park Heights. Of note is that most of these buildings have a pitched roof that when compared to the height of our parapet(flat roof) are not that much different. 3. Revised Site Plan: a. Immediately after the Planning Commission meeting on April 12,we took to the task of refining the site plan. At that time, we were able to get 2 additional parking stalls plus 7 proof of parking stalls achieve the code required 115 stalls. We then received notification on April 17th from the Fire Chief with the requirements for routing a fire truck through the site with access to all four sides of the building. Needless to say,this threw us off with the site layout. We ran several scenarios to get the truck access as required. We were able to achieve the truck routing and access to all four sides of the building(see attached diagram with truck routing). Unfortunately,we did lose a few stalls in this process. The revised site plan now has 105 parking stalls plus 7 proof of parking stalls for a total of 112. It should be noted that 5 of the proof of parking stalls would require a parking setback variance. These are located on the north end of the property, adjacent to HWY 36 so there is a large ROW beyond our property boundary. As stated previously, based on our years of experience with numerous hotels of this size,we still firmly believe this is a sufficient amount of parking for 98 hotel units. may. h/w w+naos.v w.�.wea.'vw�w+..w.+. ' u M.w.aim wwuv ao v... nrwwv'vurvuw.•h w.uwuw....aw w �.v-N ,u. * $ Mwod c �,. W—1 8' ET, �� 0 L 1n— '2811i .i � � 9<c>._ tutr)tr):°-:(11'9126 I'lz sR ii..!!,g ,!° :: CAILE l4\ MENSIM I-, tea � _' ) Q vi�// — oi ill 1 �. . 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Facsimile:763.427.0620 41 TPC@PIannmgCo.com PLANNING REPORT TO: Eric Johnson FROM: Scott Richards DATE: April 5,2018 RE: Oak Park Heights—Holiday Inn Express—Conditional Use Permits for a Reduced Front Yard Setback, Reduction in Number of Parking Stalls,Allowance for Number of Wall Signs,and Request to Exceed the Building Height Requirement; and Design Guidelines/Site Plan Review—5921 Memorial Avenue North TPC FILE: 236.02—18.01 BACKGROUND Kirk Schultz, representing Madison Hospitality Group, has made applications for Conditional Use Permits for a reduced front yard setback, reduction in number of parking stalls, allowance for number of wall signs, and request to exceed the building height requirement; and Design Guidelines/Site Plan Review to construct a four-story Holiday Inn Express at 5921 Memorial Avenue North. The site is zoned B-3 Highway Business and Warehousing District and falls within the Destination Retail Highway Sign District. In that this is a totally new building on an empty lot,the Applicant will need to comply with the Design Guidelines for the building and site improvements. EXHIBITS The review is based upon the following submittals: Exhibit 1: Location Map Exhibit 2: Project Narrative,March 12,2018 Exhibit 3: Boundary/Topographic Survey Exhibit 4: Existing Conditions and Demolition Plan(C100) Exhibit 5: Proposed Site Plan(C200) Exhibit 6: Storm Drainage and Grading Plan(C300) Exhibit 7: Utility Plan(C400) Exhibit 8: Erosion Control Plan(C500) Exhibit 9: South Planting Plan(L100) Exhibit 10: North Planting Plan and Landscape Details(L101) Exhibit 11: Electrical Site Plan (E002) Exhibit 12: Light Fixture Specifications Exhibit 13: Architectural Site Plan (A001) Exhibit 14: First Floor Plan (A101) Exhibit 15: Second Floor Plan (A102) Exhibit 16: Third and Fourth Floor Plan (A103) Exhibit 17: Exterior Elevations (A201) Exhibit 18: Picture of Holiday Inn Express, Eagan MN Exhibit 19: Sustainability Background Information PROJECT DESCRIPTION Kirk Schultz has provided a Project Narrative found as Exhibit 2. Excerpts from the narrative are as follows: Madison Hospitality Group (MHG) intends to develop a 4 story, 93 guest room Holiday Inn Express on what is currently known as the Stillwater Motors site, located at 5921 Memorial Drive. The hotel will offer a complimentary continental breakfast to guests and will include a small pool, fitness room, and a small meeting room for incidental use by the guests. Once development is complete, MHG will continue on as the ownership and management group as they develop properties for long term ownership. Timing of the project is anticipated as bidding during the late summer of 2018. Construction will start in the late summer/early fall of 2018 with an expected opening in summer of 2019. Agencies conducting reviews of the proposed development include the City of Oak Park Heights and Browns Creek Watershed District. These agencies will be reviewing for general compliance of rules and regulations within their jurisdiction. The site is currently zoned as B-3 Highway Business and also falls within the Destination Retail Highway Sign District. The project will be treated as a Conditional Use Permit due to a few areas where relief from zoning code requirements are requested. Zoning waivers requested are listed below. Detailed information for each can be found in the supporting information that follows. • Front Yard Setback — 40' min. required; +1-25' to porte cochere requested. All other building setbacks are met. • Parking Stall Count— 115 stalls required; 106 proposed. • Building Height — 3 stories/35' height max. allowed. 4 stories/47'-10" (to top of tallest parapet) proposed. 2 ISSUES ANALYSIS Comprehensive Plan. The property is designated as Highway Business/Warehouse on the Proposed Land Use Map. The use of the site as a hotel is consistent with the Comprehensive Plan. Zoning. The property is zoned B-3 Highway Business and Warehousing District. Motels/hotels are a Conditional Use provided that the lot area contains not less than five hundred (500) square feet of lot area per unit. With a 2,4-acre (104,599 square foot) site, and 93 units proposed, there is more than adequate lot area. Requests for a reduced front yard setback, reduction in number of parking stalls, allowance for number of wall signs, and request to exceed the building height requirement have also been made. A discussion of each of these requests will be made as follows in this report. Section 401.300.E.16 and Section 401.15.C.1.e.5) of the Zoning Ordinance provides criteria for review of the Conditional Use Permits. Lot and Building Standards. Lot and building standards required in the B-3 District are as follows: Standard B-3 District Proposed Hotel Lot Size 15,000 square feet 2.4 acres (104,599 sq ft) Lot Width 100 feet 171 feet, 4 inches at narrowest point Front Yard Building 40 feet 25 feet to canopy Setback 50 feet to building 61 feet to building Side Yard Building Setback 10 feet 168 feet, 4 inches north 102 feet south Rear Yard Building Setback 20 feet 55 feet, 8 inches Building Height 35 feet 47 feet 10 inches (4 stories) Parking Setback 10 feet 10 feet Impervious Building 80 percent max 69 percent Coverage Setbacks. The proposed setbacks will comply with the requirements except for the front yard building setback to Memorial Avenue North. The building setback is 40 feet and the site plan indicates a 25 foot setback to the canopy structure. The building front yard setback is 50 feet in that the requested increase in building height also requires an increased setback. While the building meets all setback requirements, the setback for the canopy structure requires a Conditional Use Permit. Due to the configuration of the lot and the narrowness created by the cul de sac, a setback conditional use permit is reasonable. 3 Section 401.15.C.1.e.5) of the Zoning Ordinance allows for deviations from the setback by conditional use. Please find a review of this request as follows: 5) A required yard on a lot may be reduced by a conditional use permit if the following conditions are met: a) The reduction of setback requirements is based upon a specific need or circumstance which is unique to the property in question and which, if approved, will not set a precedent which is contrary to the intent of this Ordinance. Comment: The location of the cul du sac and the fact that it qualifies under the definitions as the front yard is unique to this lot and provides limitations on siting of buildings. Only the canopy structure, not the four-story building, is within the required front yard setback area. b) Property line drainage and utility easements as required by the City's Subdivision Ordinance are provided and no building will occur upon this reserved space. Comment: There will be no building located on the drainage and utility easements. c) The reduction will work toward the preservation of trees or unique physical features of the lot or area. Comment: There are no trees or unique physical features of the lot except for the existing location of the cul du sac. d) If affecting a north lot line, the reduction will not restrict sun access from abutting lots. Comment: There is no impact to abutting lots. e) The reduction will not obstruct traffic visibility, cause a public safety problem and complies with Section 401.15.8.6 of this Ordinance. Comment: The reduction will not result in any traffic or safety issues. t) The conditions of Section 401.03.A.7 of this Ordinance are considered and satisfactorily met. Comment: A review of the criteria indicates that this use would be compatible with the Ordinance. All parking and drive aisles must be set back at least 10 feet from the property line. All of the parking and driveway areas are compliant with this requirement. 4 Building Height. The maximum building height allowed within the B-3 District is 35 feet and 3 stories. The proposed structure will be 47 feet, 10 inches to the highest parapet with four stories. Section 401 .300.E.16 provides for deviations from the maximum building height by conditional use. Please find a review of this request as follows: 16. Buildings in excess of three (3) stories or thirty-five (35) feet provided that: a. The site is capable of accommodating the increased intensity of use. Comment: The site is of adequate size to accommodate the request. b. The increased intensity of use does not cause an increase in traffic volumes beyond the capacity of the surrounding streets. Comment: The hotel use will not exceed the capacity requirements for the existing roadways. c. Public utilities and services are adequate. Comment: The public utilities and services are adequate to serve the site. d. For each additional story over three (3) stories or for each additional ten (10) feet above thirty-five (35) feet, front and side yard setback requirements shall be increased ten (10) feet. Comment: The front and side yard requirements are met for the 4-story building. Only the canopy structure, at approximately 17 feet in height is within the required 40-foot setback. e. The project shall comply with the Minnesota Sustainable Building 2030 (SB2030) energy standards and Minnesota Sustainable Building Guidelines (B3) or as amended. Comment: The project narrative addresses in detail how the project will comply with the Minnesota Sustainable Building 2030 energy standards. There are some aspects of those standards that the project will not be able to comply. Additionally, the hotel will utilize the Green Engage program that will help the hotel "monitor, reduce, and manage waste, water and energy consumption and carbon emissions. An explanation of that program is found as Exhibit 19. f. There shall be no parking in the yards facing adjacent rights of way. Comment: There will be parking within the front yard, but that area will be significantly landscaped to reduce the impact from Memorial Avenue North. 5 g. On the third and upper floors, windows and/or architectural features that provide interest shall be included on all four sides of the building when permitted within the building code. Comment: The building features an articulated roof line,windows, and changes in building materials at the upper two stories. h. Abrupt changes in building heights and/or roof orientation shall be diminished by offsets of building form and mass. Comment: There is only a slight change in the building height at the front entrance of the building. i. Recesses and projections to visually divide building surfaces into smaller scale elements shall be included. Comment: The building features a prominent projection in the façade at the front entrance and the building surfaces features changes in building materials and colors. j. Color shall be used to visually reduce the size, bulk and scale of the building. Comment: Color is used to reduce the appearance of size,bulk and scale of the building. k. Buildings forty (40) feet or over shall provide rooflines with articulated features. Comment: The roofline includes an articulated feature at the front entrance. 1. Location of back flow prevention devices and the fire sprinkler riser shall be identified on project plans submitted for site and design review and shall be located inside the building. Comment: The Building Official shall review the plans to assure that the building code requirements are met. m. The provisions of Section 401.03.A.7 of this Ordinance are considered and satisfactorily met. Comment: The criteria shall be reviewed as follows in this report. The Planning Commission and City Council should consider the conditional use permit criteria,found in Section 401.03.A.7 of the Zoning Ordinance,as follows: 6 1. Relationship to the specific policies and provisions of the municipal comprehensive plan. 2. The conformity with present and future land uses in the area. 3. The environmental issues and geographic area involved. 4. Whether the use will tend to or actually depreciate the area in which it is proposed. 5. The impact on character of the surrounding area. 6. The demonstrated need for such use. 7. Traffic generation by the use in relation to capabilities of streets serving the property. 8. The impact upon existing public services and facilities including parks, schools, streets, and utilities, and the City's service capacity. 9. The proposed use's conformity with all performance standards contained herein (i.e., parking, loading, noise, etc.). Comment: The Planning Commission and City Council should review the above criteria regarding the request for Conditional Use Permits. City Staff sees no issues with the requests as proposed, except for the fourth wall sign. As discussion of that request is as follows in this report. Parking. The Zoning Ordinance, in Section 401 .15.F, requires one space for each rental unit plus one additional space for each 10 units, plus one space for each employee shift for hotels. Per this requirement, the site would require 115 parking spaces. The site plan indicates 106 parking spaces on site. The Applicant is requesting a Conditional Use Permit to vary from the requirement and has indicated in the narrative the justification for the lesser number of stalls. Based upon other hotels of this size, the proposed parking will adequately serve the site. The site will also accommodate five disability accessible stalls in compliance with requirements. All the parking stall and driveway dimensioning is within the requirements of the Zoning Ordinance. Traffic Circulation/Curb Cuts. The site will be accessed by Memorial Avenue North with two curb cuts. The Zoning Ordinance indicates that driveway access curb openings on a public street shall not be located less than 40 feet from each other for commercial properties. The two curb cuts are significantly more than 40 feet apart. As development continues in this area, it is expected that Memorial Avenue North will be reconstructed as an urban section of roadway with curb and gutter as well as sidewalks. The City will condition approval of the project on the Applicant agreeing to escrow sufficient funds, as specified by the City Engineer, to complete the improvement or agree that the City will complete the work and petition for the public improvement, waiving notice of public hearing and assessments, as required under Minnesota Statute 429. Pedestrian Access. The site plan indicates a connection to a future sidewalk on Memorial Avenue North. The sidewalk should be extended at this time to the existing roadway pavement. When Memorial Avenue is reconstructed, a sidewalk will be added 7 along this roadway. Having the connection on the hotel property at this time will assure pedestrian access to the site. Snow Storage. The plans do not indicate an area for snow storage. The applicant shall provide a plan or indicate if snow will be hauled off the site. Landscaping. The submitted landscape plan is subject to City Arborist review and approval. City Arborist comments are found as an Exhibit to this report. Lighting. The submitted photometric plan illustrates light levels are within the maximum requirements of the lighting standards found in Section 401.15.B.7 of the Zoning Ordinance. Light standards may not exceed 25 feet from the ground surface to the top of the light fixture. The lighting plans indicate pole heights at 30 feet, but the narrative indicates the pole height at 15 feet. The plans will need to be revised to reflect a compliant pole height. The freestanding light fixtures, as provided in the application materials, are to be a LED fixture that will be full cut off, including the bollard lights at the front of the building. There are several wall fixtures proposed for the structure. The architectural accent lights are proposed to provide up, side and downlighting, The City has only allowed down or up architectural lighting. The plans should be revised to reflect his change. The Zoning Ordinance allows for decorative fixtures and lighting of architectural features, subject to approval of the City Council. The Planning Commission should comment on the use of the architectural lighting. All light fixtures will need to comply with Section 401.15.6.7 of the Zoning Ordinance as it relates to lighting requirements. Trash Storage. The plans show the location and design of the trash enclosure. The structure will be constructed of brick to match the hotel and the gates will be metal. Mechanical Screening. The plans indicate that the roof top mechanical units are provided with screening enclosures. All mechanical equipment shall be required to be screened as provided in accordance with the Zoning Ordinance requirements. Grading, Drainage, Erosion Control and Utilities. Grading, drainage, erosion control, and utility plans are subject to review and approval by the City Engineer. There are additional engineering details that have been requested by the City Engineer. These items will need to be provided prior to approval by the City Council. Storm water issues are also subject to review and approval by the Brown's Creek Watershed District. Signage. Freestanding Sign. The applicant has proposed one monument sign at the southerly entrance to the site. The proposed monument sign would be 20 square feet in size and six feet in height. The sign regulations allow for the monument sign as proposed. 8 Wall Signage. The following wall signage is proposed: Total No. Sign Square Feet of Signs North Facade: 122 1 South Facade: 122 1 East Facade: 122 1 West Facade: 122 1 TOTAL 488 1 4 The Zoning Ordinance would allow for three wall signs on separate building facades. The Applicant should remove one of the wall signs to be compliant, or the Planning Commission and City Council can consider issuing a Conditional Use Permit to increase the number of allowable wall signs. Staff would recommend that three signs be allowed, in that it is consistent with most of the signage allowed on the Highway 36 corridor. The total allowable wall sign area, would be 500 square feet in that the site is within the Destination Retail Highway District. With the monument sign the proposed sign area is 508 square feet, which is allowable. Sign Illumination. The monument sign is proposed to be internally lit. The wall signs are internally lit and will be compliant with the Ordinance. The signs will be required to comply with the Zoning Ordinance lighting requirements. Staff will approve the lighting specifications for the signs at the time of permitting. Design Guidelines Sustainable Guidelines. The project narrative addresses how the project will comply and not comply with the Minnesota Sustainable Building 2030 energy standards. Additionally, the hotel will utilize the Green Engage program, that will help the hotel "monitor, reduce, and manage its consumption and emissions. An explanation of that program is found as Exhibit 19. Architectural Guidelines. Façade Treatments The building will have a definite base, middle and top. The façades feature different materials, textures and colors. There is also a prominent entrance canopy and a varied parapet height to provide architectural interest. 9 Ground Level Expression This is a four-story building with excellent visibility to Highway 36. The main entrance is well defined by different building materials and the entrance canopy. Transparency The building uses glass on all the facades. The Design Guidelines requires at least a 20 percent transparency on ground floor, street facing facades. The ground floor of the façade facing Memorial Avenue is 23 percent transparent. Entries The building features a prominent entry with an entrance canopy. Roof Design The roofline is broken by a raised parapet at the front entrance. The rooftop mechanical equipment will be completely screened,except that one box is shown as not being screened. The Applicant should provide more information. Building Materials and Colors The applicant has provided color elevations for review. The primary building materials of brick,stone and glass will comply with the guidelines except that the east and west facades fall a few percentage points from the recommended amount of primary building materials. The Planning Commission should comment. None of the prohibited building materials will be used. Building material samples will be available at the Planning Commission meeting. Franchise Architecture The building is a franchise design, but the design and materials comply with the Design Standards. This should be discussed by the Planning Commission. Site Design Guidelines Building Placement The proposed building has a well-defined entrance facing Memorial Avenue North and will be visible from Highway 36. Parking Areas The parking areas meet all City standards.The parking area is well landscaped with perimeter plantings. Storm water Storm water will be addressed by the City Engineer. Pedestrian and Common Space The plans indicate extension of the sidewalk from the front entrance to Memorial Avenue North. When Memorial Avenue North is reconstructed,a sidewalk will be included along the right of way. 10 Landscaping Significant plantings are provided in and around the parking lot, as well as around the perimeter of the building. Trees/Shrubs The trees and shrubs used in the landscape plan shall be subject to the review and approval of the City Arborist. Utilites/Service/Loading/Drive-Through/Storage Areas Addressed elsewhere in the planning report. Lighting Addressed elsewhere in the planning report. Signage Addressed elsewhere in the planning report. Pedestrian/ Bicycle Routes A bike rack will be required. The applicant should identify a location. CONCLUSION / RECOMMENDATION Subject to the preceding review, City staff recommends approval of the following listed requests subject to the conditions that follow: • Conditional Use Permit for Reduced Front Yard Setback • Conditional Use Permit for Reduction in Number of Parking Stalls • Conditional Use Permit to Exceed the Building Height Requirements • Conditional Use Permit for Number of Wall Signs • Design Guidelines/Site Plan Review 1. The Applicant shall agree to escrow sufficient funds, as specified by the City Engineer, to complete the improvement of Memorial Avenue North to an urban section, including all trails or sidewalks or agree that the City will complete the work and petition for the public improvement, waiving notice of public hearing and assessments, as required under Minnesota Statute 429. 2. The sidewalk from the main entrance to the hotel should be extended at this time to the roadway pavement. When Memorial Avenue North is reconstructed, a sidewalk will be added along this roadway. 3. All grading, drainage, erosion control, and utility plans are subject to review and approval of the City Engineer. Storm water plans are also subject to review and approval of the Browns Creek Watershed District. 11 4. All light fixtures shall be full cut off, compliant with the height requirements, and be consistent with Section 401.15.B.7 of the Zoning Ordinance as it relates to lighting requirements. 5. The Planning Commission shall comment on the lighting of the building's architectural features. The fixtures should include only up and down building lighting. 6. All signs shall be designed to comply with the Zoning Ordinance requirements for internal illumination. 7. The Planning Commission shall comment on the building design and building materials. The applicant shall provide building material samples for Planning Commission review. 8. All mechanical equipment on the roof or on the site shall be fully screened in accordance with the provisions of the Zoning Ordinance. 9. The Applicant shall provide a snow removal plan or indicate if the snow will be hauled off site. 10. The Planning Commission should consider whether to allow the Conditional Use Permit for a forth wall sign. 11. The landscape plan shall be subject to the review and approval of the City Arborist. 12. A bike rack should be identified on the site plan and placed on site. 13. The Applicant shall discuss methods of construction and site design as it relates to sustainability with the Planning Commission. Pc: Julie Hultman 12 .iiiideit" ' !v ri----.,, (....jr ' _k---- , -- ' ..` ritiiiivh„.._•-....4 etz,....517/, ' sae -sr' 1 __ aos.. _ ..... 4.__ . _ __.......,.........._ %\'.44... 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LJ_LJ epi PROPOSED HOLIDAY INN EXPRESS 59XX MEMORIAL AVENUE CUP SUBMITTAL MARCH 12, 2018 rer le ow '14tt Ativ ft no Is tan 111" !I' 111_ a a � RAMAM. ER. . ` & ASSOCEAT'ES , Madison Hospitality Group i:ec€neo MAR I 2 2018 TABLE OF CONTENTS PROJECT NARRATIVE 2 LEGAL DESCRIPTION 7 EXTERIOR PHOTOS 8 IHG GREEN ENGAGE REFERENCE INFORMATION 9 HOLIDAY INN EXPRESS OAK PARK HEIGHTS, MN RAMAKER PROJECT NUMBER 33945 PROJECT NARRATIVE 03/1212018 Madison Hospitality Group (MHG) intends to develop a 4 story, 93 guest room Holiday Inn Express on what is currently known as the Stillwater Motors site, located at 59XX Memorial Drive. The hotel will offer a complimentary continental breakfast to guests and will include a small pool, fitness room, and a small meeting room for incidental use by the guests. Once development is complete, MHG will continue on as the ownership and management group as they develop properties for long term ownership. Timing of the project is anticipated as bidding during the late summer of 2018. Construction will start in the late summer/early fall of 2018 with an expected opening in summer of 2019. Agencies conducting reviews of the proposed development include the City of Oak Park Heights and Browns Creek Watershed District. These agencies will be reviewing for general compliance of rules and regulations within their jurisdiction. The site is currently zoned as B-3 Highway Business and also falls within the Destination Retail Highway Sign District. The project will be treated as a Conditional Use Permit due to a few areas where relief from zoning code requirements are requested. Zoning waivers requested are listed below. Detailed information for each can be found in the supporting information that follows. • Front Yard Setback — 40' min. required; +/-25' to porte cochere requested. All other building setbacks are met. • Parking Stall Count— 115 stalls required; 106 proposed. • Building Height — 3 stories/35' height max. allowed. 4 stories/47'-10" (to top of tallest parapet) proposed. Following is a summary of zoning requirements and need for flexibility within various standards: Section 401.300—B3 Zoning District The following site characteristics are based on the B-3 zoning district. • Hotels are a permitted use within the B-3 zoning district. • Building Bulk & Dimension Standards STANDARD B-3 PROPOSED HOTEL Lot Size 46,500 sf 104,599 sf (0.94 acres) (2.4 acres) Lot Width 100 ft min 171.4' at narrowest spot Building Setback - Front 40' min (base) ±25'west(pc) Yard 50'min (height) ±61'west(bldg) Building Setback - side 10'min (base) ± 168'-4" north Yard 20'min (height) ± 102' south Building Setback - Rear 20'min (base) ±55'-8"east Yard 30' min (height) Building Height (# of 35' (3 stories) 47'-10" (4 stories) stories) Impervious Surface 80% max 69% (72,130 sf) Coverage Parking Setback 10' min 10' min all sides Parking Required 93+10+12 = 115 106 1/unit + 1/10 units + 1/employee shift • FRONT YARD SETBACK CODE WAIVER - The unique shape of the site, with the cul-de-sac to the east and detention pond on the NE corner along with the electrical transmission line easement to the south, restrict building layout and orientation options. After looking at various options, the proposed layout seemed to meet the best of alt scenarios. The 4 story building itself still meets the required 40' setback, it is only the single story porte cochere that we are requesting a setback waiver down to 25'. • BUILDING HEIGHT- The code section allows a maximum building height of 3573 stories. Due to the guestroom makeup of the hotel, 4 stories are needed. Zoning Code defines Building Height as "The distance to be measured from the mean ground level to the top of a flat roof, to the mean distance of the highest gable on a pitched or hip roof, to the deck line of a mansard roof, to the uppermost point on all other roof types." The proposed building has the following dimensions: o Top of Flat Roof=±42' o Top of Main Parapet=44'-10" o Top of Highest Parapet=47'-10" Based on these dimensions, we need to increase our building setback by 10; up to 50'. The building still meets this requirement, with the exception of the porte cochere as indicated previously. Section 401.28.E.8 lists additional requirements that must be met for buildings in excess of 3573 stories. With the following exceptions, we meet these requirements: e. The project shall comply with the Minnesota Sustainable Building 2030 standards: We have reviewed the S82030 standards and they are quite extensive as applicable to this project. The added design and construction cost of meeting all of the requirements within the standards would render this project unfeasible. in some cases, current regulations and energy code requirements already require similar and even higher performance standards than when SB2030 was established in 2004. One other item for consideration is the Green Engage program that the hotel brand utilizes to "help hotels monitor, reduce and manage waste, water and energy consumption and carbon emissions." This program helps identify sustainable items that are more pertinent to hotel construction and operation. A few selections from this program are included after this narrative for reference. Following are SB2030 Guideline items we have identified that we are able to incorporate into the design: * S.2: Stormwater Management— We will work within the runoff rate, volume and quality guidelines identified. • S.3: Soil Management — Soil management and erosion control plans will be provided. * S.4: Sustainable Vegetation Design — 75% native plantings and neonictinoid products will be utilized. • S.5: Light Pollution Reduction — We will design the sight lighting within the suggested levels, cut-off type fixtures and 65 minimum CRI. * S.6: Erosion and Sediment Control during Construction — We will comply with NPDES site permit limits. * S.8; Building Water Efficiency — Low flow type fixtures will be utilized to the greatest extent possible. * S. 12: Heat Island Reduction — We will explore the use of permeable pavers in limited areas of the parking lot; high-reflective roof surfaces will be utilized. * S. 13: Transportation Impacts Reduction — bicycle parking spots will be provided; provisions for electric car charging stations will be included; we are not exceeding, but actually asking for a reduction from the zoning requirement, preferred parking will be provided as well. * E.3: Efficient Equipment and Appliances — Energy Star equipment and appliance will be utilized to the greatest extent possible. * E,4: Atmospheric Protection — We will work to meet the refrigerant guidelines listed, keeping in mind that the MN State Building Code does have requirements that will serve as our baseline. * 1.3: Ventilation Design — We will investigate radon levels within the soil at this site and provide remediation as necessary. * 1.4: Thermal Comfort — The HVAC design will follow the guidelines as closely as possible. * i.5: Quality Lighting — All public spaces of the hotel will have zoned controls to allow for adjustments with daylight areas. * 1.7: Vibration Reduction — the deflection limits listed for wood construction will be followed. * M.3: Waste Reduction and Management — a construction waste management plan will be implemented for efficient means to divert materials from disposal such as recycling bins, manufacturers reuse or salvaged for other uses. f. No parking in yards facing adjacent ROW: We are proposing 4 parking stalls facing the Memorial Avenue ROW. These stalls do meet the 10' minimum parking setback. • PARKING — Parking on the site will consist of 106 stalls at grade. The developer fully supports this reduction with no concerns about inadequate parking. We feel the code required amount is in excess of what is needed for hotels of this type. With the advent of ride sharing, services such as Uber, and mass transit options, the parking requirements operationally have come down. To support this, we contacted a recently developed hotel of similar size. The property is a Hampton Inn hotel with 100 guestrooms and 103 parking stalls. They have indicated uthat amount works just fine and even when full that amount works. We would say that in total it would be 10% of the time we are close. Staff is gone by the time most guests check in, that leaves only one or two employee cars in the lot when the guests are there." Other municipalities we are working in around the metro area have been allowing these hotels to be developed with reduced parking. As a rule of thumb when designing, if we have one stall per room plus stalls for a maximum employee shift, that has been more than adequate. • ARECHITECTURAL BUILDING STANDARDS — The exterior is to meet all standards established in the "City of Oak Park Heights Design Guidelines" Please refer to the included exterior material calculations as well as exterior elevations for calculations of the individual sides of the building. Proposed materials include a thin brick veneer system, stone, EIFS and metal windows. AS indicted in the calculations we are a bit short on two sides of the building and overall about 1% (270 sf) short of meeting the 60/30/10 requirements. We are primarily heavy on accent materials on two sides due to the PTAC grilles that are part of every guest unit which pushes the accent materials slightly over what is allowed. We are requesting approval of the exterior materials as proposed. Included at the end of this report are images of a recently completed Holiday inn Express in Eagan which is nearly identical to the proposed design for this project. • SIGNAGE Proposed signage will be in compliance with applicable zoning regulations. Per the Destination Retail Highway Sign District which regulates signage, the following signage is proposed as follows: SIGN TYPE NO. ALLOWED AREA NO. PROPSED AREA ALLOWED &HEIGHT PROPOSED & HEIGHT Pylon 1 200 sf/40'high 0 N/A Monument 1 100 sf, 20' high 1 20 sf(per side, 40 sf total), 6' high Wall Sign NORTH The lesser of 250 1 122 sf sf or 10% of wall area* EAST The lesser of 250 1 122 sf sf or 10% of wall area* SOUTH The lesser of 250 1 122 sf sf or 10% of wall area* WEST The lesser of 250 1 122 sf sf or 10% of wall area* 3 total 4 total 492 sf total allowed** * Maximum 500 sf total wall signage for property ** May be increased by CUP for single occupany buildings, providing no freestanding sign exceeds 20' in height; and wall signs are identical in style, color and size. • SITE LIGHTING—Site lighting proposed will consist of pole mounted LED area lights, 15' high, for the major parking areas. Fixtures will be in compliance with Glare standards listed in the City Code. A sight lighting plan is included in the submittal package for reference. Construction Type The building is planned to be constructed as mixed use, Type V-A building. The entire building will be sprinkled per NFPA 13. ."`.NW antms 4, � LEGAL DESCRIPTION. ti 5 '' STATE HIGHWAY ' JCom. 59XX MEMORIAL AVENUE d •✓' F• Na. px - W.Corm...ITT3 PON wooer e.a s° L .,1...1 s,°. r wm,.d m w,.9 tlrom ".m OAK PARK s R s HEIGHTS ▪ f --... __ "" .d , f TITLE NOTES: ♦♦ •• d ()The hew.lewneetot Ne Owen per Md Root.NNW.,TAW owence Cow..TTO ConenenxN NO 172051-NST.dmd Sep..,13 1017 0 30 60 3 +..- ._.it v°`' , I7� - .• 'Ra 0,-,E.--1..M.VATER Salve non.mom rilliI'b p` Frxarww'6,4d /-= GmpMk°I. 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EPA: 10 1m 1 'ir H The CSX2 combines the latest in LED technology 34-1/3" • with the familiar aesthetic of the Contour®Series Length: ta21(en I' L I for stylish,high-performance illumination that lasts. Width: 18-1/2" It is ideal for replacing traditional metal halide (46.9'70 in area lighting applications with typical energy Height: 5-3/4" (14.6 w) savings of 65%and expected service life of over Weight 59 lbs 100,000 hours. (max): 06.9 kg) Ordering Information EXAMPLE: CSX2 LED 120C 1000 40K T5M MVOLT SPA DDBXD moue 12K Series LEDs Drive current Color Distribution Mounting Options Finish temperature CSX2 LED 120( 120 LEDs 700 700 mA 40K 4000K T2M Type II MVOLT' Shipped included Shipped hlstalkd DDBXD Dark 1000 1000 mA 50K 5000K T3M Type III 120' SPA Square pole PER NEMA twist-lock receptacle only(no bronze (1 A) T4M Type IV 208' mounting controls) DBLXD Black TSM TypeV 240' RPA Round pole DCR Dimmable and controllable via ROAM° DNAXD Natural mounting (no controls)4 aluminum TFTM Forward 277' WBA Wall bracket DMG 0-10V dimming driver(no controls) DWHXD White throw 347 HS House side shield' DDBTXD Textured Shipped Separately' 480 SF Single fuse(120,277,347V)3 dark bronze SPU MBA Square pole DF Double fuse(208,240,480V)' DBLBXD Textured universal mounting DS Dual switching a' black adaptor 8130 Bi-levelswitdred dimming,nominal 30%18 DNATXD Textured natural RPUMBA Round pole 131,50 Bi-level switched dimming,nominal 509a 1,8 aluminum universal mounting DWHGXD Textured adaptor Shipped separately' white KMA8 Mast arm VG Vandal guard DDBXD U mowing B5 Bird-deterrant spikes bracket adaptor (specifyfinishJ' AccessoriesDrillin tams MPalm l�tIh° MOThs owseamvamiva+a.asdr 9 80820'"fray. Mill Pam 1 MVOLT driver operates on any line voltage from 120-277v(50/60 Rai. 101811B Pk Specify 120,208,240 or 277 options only when ordering with fusing(SF,DF DLL127F 1.51U Photocell-551 twist-lock(120- DA119AS Salple unit options). 2770)' Template aB To of Pole D1129AS 2a190°' separate see Accessories information at left. DLL347F 1.5 CUL JU Photocell-SSL twist-lock 3470 9 2 Req available as a se accessory: ( ) DA128AS 2 at 189° 3 Requires'SPA'mounting option.Must be ordered as a separate accessory; DLL480F 1.5 CUL 1U Photocell-501 twist-lock(4800)' o x3- DM3945 3 at 90°• see Accessories information.For use with 2.33/8'mast arm(not included). 4 Specifies a ROAM*enabled luminaire inaire with 0.1!10 dimming capability;PER SC U Shorting cap' 11144885 4 at 90°' option required.Not available with 347 or 480°V Additional hardware and KMA8 008X0 U Mast arm mounting bracket adaptor 2.650- F2',4 ,esDM32A5 3 at 120°•' services required for ROAM®deployment;must be purchased separately. (spedfy fid' i tpk:SSA 20 40 DM19A5 OHM Ca91-800-442.6745 or email:aalesssoamserviceswet N/A with Bt30,81.50, or DS. PUMBA CORD U° Round and square pole universal •Round polerequires 3.23°O.D mwmum. 5 Single fuse(SF)requires 120,277 or 347 voltage option.Double fuse(DF) mounting bracket adaptor(specify °•formundpuknounonq(Rpl)ony requires 208,240 or 480 voltage option. finish) 6 Provides 50/50 luminaire operation via two independent drivers on CSR2HS U House-side sh i el ds(includes Tenon Mounting Slipfitter** two separate circuits.N/A with PER or DCR. 4 shields) 7 Requires an additional switched line. MUG U Vandal guard accessory 8 Dimming driver standard.MVOLT only.Not evadable with DCR. g ry 2-er ASr2o-190 AST20-tiro AST20-240 AST20-320 AST20-390 AST20-490 9 Requires luminaire to be specifeed wilt PER option.Ordered end shipped as (SUBS U Bird-deterrent spikes accessory 2-7/9' ASK5190 er25-290 AST25-290 AS 25-32o A5125-390 AST2s-490 a separate line item PDT more control4' AST35-190 AST35-280 AST35-290 AuT3s-320 AST35-390_._AST35-490 ptions,visit an - eirda �ytf i46 One Lithonia Way • Conyers,Georgia 30012 • Phone:800.279.8041 • Fax 770.918.1209 • j / 3 ',i Er ex 2012-2014 Acuity Brands Lighting,Inc.All rights reserved. Performance Data Lumen Output Lumen Ambient Temperature(LAT)Multipliers Lumen values are from photometric tests performed in accordance with IESNA LM-79-08.Data is considered to be representative Use these factors to determine relative lumen output for average ambient temperatures of the configurations shown,within the tolerances allowed by Lighting Facts.Actual performance may differ as a result cf endyner from 040'C(32.104'F). environment and application.Actual wattage may differ by+1-8%when operating between 120.480V+1-10%.Contact factory foe performance data onany configurations not shown here. 1_ `). 'ii.lra*, -W,4,i,1,-;,:,:': ,3..,' 01 321 1.02 : ra 10% 50'F 1.01 20°C - 68'f... - 1.00 . 2S'C 77F 1 410 T2M 26,094 3 0 4 97 28,107 3 0 4 105 30% 861 1.00 T3M 27,757 3 0 4 104 29897 3 0 4 112 .104'F 0.99 70166 120(700--K 268W T4M 27,658 3 0 4 103 29,792 3 0 5 111 T5M 28,025 5 0 4 105 30,186 5 0 4 113 Projected LED Lumen Maintenance j 12oc TTTM 28304 3 0 4 106 30,487 3 0 4 114 Data references the extrapolated performance projections for the CSX2 LED 120C _.,_.. Platform in a 25C antblent,based at 10,000 hours of LED !120((Ds) T2M 34,700 4 0 4 83 37,406 4 0 5 90 D� ' testing(tested per ESNA LM- 80-08.... and projected per IESNA TM-21-11). 13M 36,910 4 0 5 89 39,789 4 0 5 96 1000 mA 121X 1600-K 416W 14M 36,780 3 0 5 88 39,649 4 0 5 95 To calculate LLF,use the lumen maintenance factor that corresponds to the desired number n_. of operating hours below.For other lumen maintenance values,contact factory. TOM 37,267 5 0 4 90 40,174 5 0 5 97 TFTM 37,638 3 0 5 90 40,574 3 0 5 98 Opwatmg94vio.,- 0 25,000 50000 101,000 j s Mamwsan 1.0 0.94 0.90 0.83 4`nn Electrical Load # ` 129 208 240 on 347 480 Y 700 263W 2.643 1511 1318 1.159 0.923 0.674 120C 1000 416W 4.135 2397 2.111 1.886 1527 1.210 `.•'etometric Diagrams To see complete photometric reports or download.fes files for this product,visit Lithonia Lightings CSX2 homepage. Isofootande plots for the CSX2 LED 120C 100040K.Distances are in units of mounting height(307. LEGEND 4 4 a 222222 4 a a I 0 I 3 3 4 4 4 1 222222 4 a' 4 4 [ 4 025 fc a ..,."` 5 a ^"„+., s ` o v ii L $2 (c........r) v _. t IN 0.5 fc z 1 fis `fit itAk a S a lL e W e ` S.0fc .1 VII Li a R 4 F ! r 4 17.i 1 2 z� zw4 I 4 T1M 4 T3M FIS 1§ 4 T464 F a TSM -t°' FEATURES&SPECIFICATIONS INTENDED USE ELECTRICAL The Contour Series LED area luminaire is ideal for streets,walkways,parting lots,and surrounding Light engines consist of 120 high-efficacy LEDs mounted to metal-core circuit boards to areas that call for high-performance LED lighting in a transitional dayformmaximize heat dissipation and promote long life(100,000 hrs at 40°C,L70).Class 1 electronic CONSTRUCTION driver designed to have a power factor>90%,THD<20%,with an expected life of 103000 Single-piece die cast housing has a unique Sow-through design that allows for optimized hours with<1%failure rate.Easily-serviceable surge protection device meets a minimum thermal management through convective cooling.A metallic screen covers the top of the Category C Low operation(per ANS!/IEEE C62.41.2). housing,preventing debris build-up while allowing natural cleaning of the heat sinks.Modular INSTALLATION design allows for ease of maintenance and future light engine upgrades.The LED driver(s)and Integral arm provides easy installation to a pole and assists in alignment and leveling.Secure electronics are thermally isolated from the light engines,ensuring long life Housing is completely connection withstands up to 2.0 G vibration load rating per ANSI C136 31 The CSX2 utilizes seated against moisture and environmental contaminants. the AERISTM series pole drilling pattern for SPA and RPA options. FINISH LISTINGS Exterior parts are protected by a zinc-infused Super Durable TGK thermoset powder coat finish CSA Certified to U.S.and Canadian standards.Light engines are IP66 rated.Luminaire is IP65 that provides superior resistance to corrosion and weathering.A tightly controlled multi-stage rated.U.S.Patent No.D632830.U.S.Patent No.D653,382 S. process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate Desi nU hta Consortium®(DLC)qualified product.Not all versions of thisproduct may changes without cracking or peeling. 9 9 be DLC qualified.Please check the DLC Qualified Products List at to OPTICS confirm which versions are qualified. Precision-molded acrylic lenses provide optimal luminaire spacing and improved uniformity WARRANTY Lenses are indexed to the circuit board to ensure consistent optical alignment and delivering Fiveear limited warranty.Full warranty terms located at repeatable photometric performance.Light engines are available in standard 4000K(70 CRI)or y waray optional 5000K(67 CRA configurations.The CSX2 has zero uptight and qualifies as a Nighttime Friendly'.product,meaning it is consistent with the LFED.'and Green Globes"'criteria for Note:Specifications subject to than e'without notice. eliminating wasteful uptight. P 1B a4,/i su s�a/�,4 One Lithonia Way e Conyers,Georgia 30012 • Phone 800.279.8041 • Fax 770 918.1209 • CSX2-LED "NOW f•l si f/7rfsi/ff'CF El 2012-2014 Acuity Brands Lighting,Inc.All rights reserved. Rev.09/15/14 go+h �yy Luminaire Type: t h a t 11- Catalog Number: Gotham Architectural Downlighting 11 .-.4-- Ali_ LED Downlights '-: _4 # )trLt,<„,__ _.. ; Downlight C E.C. IIII TITLE SHOWN:4500LM(LEFT),17,500LM(RIGHT) Solid-State Lighting ,e q., FEATURES OPTICAL SYSTEM • Tested according to LM-79 and LM-80 standards • Patented Bounding Ray'"optical design(U.S.Patent No.5,800,050) • Overload and short circuit protected • 45°cutoff to source and source image • 2.5 SDCM;85 CRI typical,90+CRI optional • Top-down flash characteristic LISTINGS • Polycarbonate lens integral to light engine • Fixtures are CSA certified to meet US and Canadian standards;wet location, MECHANICAL SYSTEM covered ceiling.ENERGY STAR®certified product. • 16-gauge galvanized steel construction;maximum 1-1/2°ceiling thickness WARRANTY • Telescopic mounting bars maximum of 32°,preinstalled,4°vertical adjustment 5-year limited warranty.Complete warranty terms located at: • Toolless adjustments post installation www.acuitybrends.corn/CustomerResourcesrTerms and cpnd:tions.asn= • Junction box capacity:8(4 in,4 out)12AWG rated for 90°C • Light engine and driver accessible through aperture Note: ELECTRICAL SYSTEM Actual performance may differ as a result of end user environment and application. • Fully serviceable and upgradeable lensed LED light engine All values are design or typical values,measured under laboratory conditions at 25°C. • 70%lumen maintenance at 60.000 hours ORDERING INFORMATION A+Capable options indicated by thin cola background. EXAMPLE;EVO 35/150 6AR MWD LSS MVOLT EZ1 Series Color temperature Nominal lumen values Reflector/Flange color Trim Style Distribution EVO 27/ 2100 K 10 1000 lumens 50 5000 lumens 6AR Clear (blank) Self-flanged VND Very narrow(0.5 s/ 30/ 3000 K 15 1500 lumens 60 6000 lumens 6PR Pewter FL Flangeless mh) 35/ 3500 K 20 2000 lumens 80 8000 lumens 6WTR Wheat ND Narrow(0.7 s/mh) 40/ 4000 K 25 2500 lumens 100 10000 lumens 66R Gold MD Medium(0.9 s/mh) 50/ 5000 K 30 3000 lumens 120 12000 lumens 6WR' White MWD Medium wide(1.0 35 3500 lumens 150 15000 lumens 6161 Black s/mh) 40 4000 lumens 175 17500 lumens 6WRAMF' White anti- WO Wide(1.2 s/mh) 45 4500 lumens microbial Finish Voltage Driver3 LSS Semi-specular MVOLT EZ10 0-10V eldoLED driver with smooth and flicker- EDXB0 DMX with RDM(remote device management)eldoLED driver with smooth and LD Matte-diffuse 120 free deep dimming performance down to 10% flicker-free deep dimming performance to dark. Refer to DMYR Mangy). LS Specular 277 EZ1 0-10V eldoLED driver with smooth and flicker- EXA1 XPoint Wireless,0-10V eldoLED driver with smooth and flicker-free deep dim- 3472 free deep dimming performance down to 1% ming performance down to 1% EZB 0-10y eldoLED driver with smooth and flicker- EXAB XPoint Wireless,0-10V eldoLED driver with smooth and flickertree deep dim- free deep dimming performance to dark ming performance to dark EDAB' DALI eldoLED driver with smooth and flicker-free ECOS24'"' Lutron®Hi-Lume®2-wire forward-phase driver.Minimum dimming level 1% deep dimming performance to dark ECOS3'' Lutron®Hi-Lume®3-wire or EcoSystem®driver.Minimum dimming level 1% Options SF Single fuse.Specify 120V or 277V. N8010 nLight®Lumen Compensation TRW' White painted flange BGTD Bodine generator transfer device.Specify 120V or 277V. TRBL' Black painted flange CRI90 High CRI(90+) EL' Emergency battery pack with integral test switch,CEC Compliant CP" Chicago plenum.Specify 120V or 277V. ELR' Emergency battery pack with remote test switch,CEC Compliant RRL_ REL005-ready luminaire connectors enable a simple and consistent factory NPS80E1" nLight®dimming pack controls 0-10V eldoLED drivers. installed option across all ABL luminaire brands.Refer to.,'F-',,for complete NPS80EZER'" nLight®dimming pack controls 0-10V eldoLED drivers.ER controls fixtures nomenclature. on emergency circuit. HAD" HAO High ambient option(40C) NLTAIR nLight Air Enabled1' EVO-6-OPEN I GOTHAM ARCHITECTURAL DOWNLIGHTING 11400 Lester Road Conyers GA 30012 I P 800.315.4982 I gothamlighting.com gotha rn PAGE 1 OF 10 C 2014-2018 Acuity Brands Lighting.Inc.All Rights Reserved. Rev.03/01/IB.Specifications subject to change without notice, 6°EVD goth a me DownligM Solid-State Lighting ORDERING INFORMATION(continued) ACCESSORIES order as separate catalog numbers(shipped separately) SCAB Sloped ceiling adapter.Degree of slope must be specified(50,101),150,20D,25D,30D).Ec:SCAB 10D.Refer to TECH-190. CTM-B YARL Ceiling thickness adapter for 10,6001m and above(extends mounting frame to accommodate ceiling thickness up to 59.Adds—4'to fixture height. C1A4-B OK Ceiling thickness adapter for 8,0001m and below(extends mounting frame to accommodate ceiling thickness up to 51.Adds-4'to fixture height. OAT Vandal-resistant trim accessory.Refer to ITCH-200. ISO BC 0-I0Vwallbox dimmer.Refer to)SD-BC. ORDERING NOTES 1. Not available with finishes. 10. Specify voltage 120 or 277V. ER for use with generator supply power.Will require an 2. Not available with emergency betterypack options. emergency hot feed and normal hot feed. 3. Refer to TECH-240 for compatible dimmers. 11. Fixture begins at 80%light level.Must be specified with NPS80EZ or NPS80EZ ER. 4. Not available with nLight°. Only available with EZ10 and EZ1 drivers. 5. Nat available 17,5001m. 12. 12.0001m max with EL or nLighf options.5,0001m max with Lutron drivers combined 6. 120V only. with EL.Not available with ELR,HAO,EXA1,or EXAB options. 7. Not applicable with WR or FL option. 13. Only available 50001m-15,000lm with eldoLED drivers. 8. Not applicable with BR or FL option. 14. Not available OALI or DMX drivers.Not available with CP,NPS80EZ,NPS80EZER,or 9. For dimensional changes,reter to UCH 140. N80 options. Fal)-6-OPEN I GOTHRMARCHITECNRAL DOWRLIGRIRIG 11400 Lester Road Comersct30012 I P800.3154902 I gothamlighting.com gotham• PAGE 2 OF 10 0201a-2018 Arun Brands Wein.,rein.,Inc.All Rights Ravened.Rea.03101/16Sµti(tbm subject to chosen WWI edict G Va EVO gotham O®wniight Solid-State Lighting DIMENSIONAL DATA All dimensions are inches unless otherwise noted. 103CILM-4500LM STANDARD 2a ((r--- ofi alit. . o ; o , gIill-. 0 C: _ , . ' 0)-s , 1%[40.3] \ai' . �' �i '� 7-A[19.2] • 1411�/ i>�Y` ,iii,ii : ir__ .,.., r.,...... Aperture: 6-1 .• in 1 Ceiling Opening: 7-1/8° (18.1) self-flanged o t 7-114' (18.4)flangeless Overlap trim: 7-1/2' (19.1) 131 [33.5] i 1000LM-4500LM BATTERYPACK - 23.47 'I-- .1\ .. 4mor 4114411 -,7 4 .II' i t-t_:l:a • SIIl :_ I_ 7.50 It j __ I O a I As q • LvJ - a Il 1 ' ' 1 5000LM-8000LM STANDARD - 15.64- - -, .., ,,A _ t 1(111 IIII =. _ I .- '', P- i 1591 1 - Ix 1}A . 5000LM-8000LM DATTERYPACK - 15.64 Ol j - diat gg , �L1111 19.10 • iy.;F1t O 7.49 w L. o "e EVO-5-OPEN GOTHAM ARCHITECTURAL DOWNLIGHTING 11400 Lester Road Conyers GA 30012 I P 800.315.4982 I gothamlighting.com gotha me PAGE 3 OF 10 0 2014-2018 Acuity Brands Lighting,Inc.All Rights Reserved. Rev,03/01118.Specifications subieci to change without notice. 6"EVO goth a me Downlight Solid-State Lighting DIMENSIONAL DATA All dimensions are inches unless otherwise noted. 10,000LM-17,500LM STANDARD - - 16.86 - oma._ II1'F' """ _ T 9.94 mil 15.91 r uI>� 10,000LM-17.500LM BATTERYPACK �.---- 22.50 —; i . s i` 19.10 w-61*< _\ ,t`11IIIli/tireI. t/. Q 14.;lo Oi 110 il i'k . 9.94 G a,:. VW 1W — 1 1000LM-4500LM CHICAGO PLENUM �o . ______ao. 11, 40,,,,,,..T7,,s �:,n0''�' -li11 I. 'LIE 4-to L ,, 18-3/8 5000 LUMEN ECO/SOLO DRIVE OPEN FRAME CP --- 18.39 �jO n 4i9 r� .1591 i G �a� » 7 1 argfr t EV0-6-OPEN 1 GOTHAM ARCHITECTURAL DOWNLIGHTING 1 1400 Lester Road Conyers GA 30012 I P 800.315.4982 I gothamlighting.com go}ha rn PAGE 4 OF 10 0 2014-2018 Acuity Brands lighting,Inc.All Rights Reserved. Rev.03101/18.Specked ions subject to change without notice. LL of h a me6"EVD IF g Downlight solid-State Lighting DIMENSIONAL DATA All dimensions are inches unless otherwise noted. 5000(LUTRON&POWER DRIVE ONLY),6000&8000 LUMEN OPEN FRAME CP i 17.72 � & �. + l �., ;!III - � IIII' �, .,.. III ' 7.55 O�'''i = �'. n 15.91 -I '°":'� 1• A 7 1111. IC 10000-17,500 LUMEN OPEN FRAME CP — 18.59 i 1111 'Y lir" 1 1 ' -;--!‘4 '''!7.:1::',''';:t-11' I 9.79 ii1Lpi — ,m 1 .... Milliniumwo 1 _ _ lrilli i _i___ A 5000&6000 LUMEN CP(WITH NLIGHT OR BATTERY PACK) I —21.66 —. I I 1 1670 11 —I 9.45 -,�-�.. ❑ ❑ EVO-6-OPEN I GOTHAM ARCHITECTURAL DOWNLIGHTING 11400 Lester Road Conyers GA 30012 I P 800.315.4982 I gothamlighting.com gotha m< PAGE 5 OF 10 0 2014-2018 Acuity Brands lighting,Inc.All Rights Reserved. Rev.0310 /ic 1/!8.S➢ecations subject to change without notice. C 6°EVD (Li got h a m` Downlight Solid-State Lighting DIMENSIONAL DATA All dimensions are inches unless otherwise noted. 8000 LUMEN CP(WITH NLIGHT OR BATTERY PACK) 21.66---- 1 it 16.70 12.59 0 ®_'I M 10K&12K LUMEN CP(WITH NUGHT OR BATTERY PACK) - -- 21.66 r 16.70 15.59 I — I 0 0 I 1. MOM EV0-6-OPEN I GOTHAM ARCHITECTURAL DOVINLIGHTING 1 1400 Lester Road Conyers GA 30012 I P 800.315.4982 I gothamlighting.com gOtha m• PAGE 6 OF 10 0 2014-2018 Acuity Brands Lighting,Inc.All Rights Reserved. Rev.03/01/18.Specifications subject to change without notice. c EVA (4 gothame Omagh' Solid-State Lighting ELECTRICAL MARKED SPACINGS IN INCHES-25°C AMBIENT END-ELDOLED DRIVER DEFAULT DIMMING CURVE_ Lumen Paduge Fixture Center to Fixture Center to Span above Curve Minimum Dimming Center MIN Building MereberMIN Future E710 Linear 10% 500-5000 gone None None 6000 24 12 5 EZI Linear 1% EZ8 logarithmic <I% 8000 36 IB II 10000 EDAB Logarithmic <1% 12000 36 IB 9 EDXB Square Law <1% 15000 EXAI Linear 1% 17500 7236 g PMIngamhmic <1% MARKED SPACINGS-CHICAGO PLENUM OPEN FRAME IN INCHES-25°C AMBIENT Lumen Package Fixture Center to I Fixture Center to Space above Center MIN Building Member MIN Fixture WATTAGE CONSUMPTION MATRIX 500-5000 None None None MINIMAL DELIVERED 6000 24 12 5 LUMENS LUMENS• WATTAGE LUMENS per WATT 8000 36 18 11 10000 1000 1074 11.8 91.4 12000 3618 9 1500 1595 18.5 86.2 15000 17500 72 36 9 2000 2064 23.2 89.2 MARKED SPACINGS-CHICAGO PLENUM ENCLOSURE IN INCHES-15°C AMBIENT 2500 2660 29.5 90.2 Lumen Package Fixture Center to Fixture Center to Space above 3000 3071 36.6 84.1 Center MIN Building Member MN Fixture 3500 3665 42.1 87.1 500-6000 None None None 8000 36 18 6 4000 4050 48.1 842 10000 48 24 3 4500 4623 46.9 98.6 12000 5000 5256.3 48.66 108.0 MARRED SPACINGS IN INCHES•40°C AMBIENT 6000 6371.4 57.61 110.6 Lumen Package 1 FixtureCenterto FlxtureCenterto Spaceabon - [enterMlN Building Member MiN Fixture 8000 8246.7 74.89 110.1 5000 24 12 5 10000 10636.5 97.13 109.5 6000 8000 12000 12332 115.0 107.2 10000 48 24 9 15000 15776 150.9 104.5 2000 17500 17801 175.3 101.5 15000 72 36 9 'Lunen OuIrut Iw Ceot-35000.00-Clew LS etlhclw EVO-6-OPENGOTNAMARCHITECIURAL DOWNLIGIRIXG 11400 Lester Road Corners GA 300121 V 800.3154982 I gaihamlighting.wm gotham- PAGE 7 OF 10 I 00D04-2018Murtr&aldo LigMeg.Inc All ROI Reserved.Rev.0/01/18.Specifications sualent to change 40Mut[me. got h a m` 6° DownlighEVDt Solid-State Lighting PHOTOMETRY Distribution Curve Distribution Data Output Data Coefficient of Utilization Illuminance:Single Luminaire 30'Above Floor EVO 35/15 6AR MWD LS INPUT WATTS: 18.5,DELIVERED LUMENS:1595LM,LMfW=86.2, 1.03 S/MH,TEST NO.LTL27782P1115 1110• 7I S� Coencients of Utilization j`.90° pf 20% 4411411111111111 � CP Summary pc B0% 70% 50% Zonal Lumen Summary `;,1```; 80° 5` 90 p0 119 119°30% 50%30%10% 50%30%10% 70ne- Lumens %Lamp%Future.2 3rr �� 0' 1552 1552 0 119174179 116176116 111 111 111 30'0•• 1151 72.2 72.2 3 r r '160° 5' 1528 1535 1 114 111 108 109 106 104 105 103 101 0'-40' 1511 94.7 94.7 / 15' 1549 1564 2 108 103 99 101 98 95 98 95 93 0°-60' 1593 99.9 99.9 25' 1257 1261 3 103 96 91 95 90 87 92 88 85 0'•90° 1595 100.0 100.0 ,'� ' 35° 597 584 ¢4 97 90 84 89 84 BO 87 82 79 90°-180° 0 0.0 0.0 9" 45° 90 8 c05 93 84 78 83 78 74 81 77 73 0'-180' 1595 100.0 100.0 55' 3 3 6 88 79 73 78 73 69 77 72 68 124 o"' 65° 1 1 7 83 74 68 74 68 64 72 67 63 40° 75' 1 1 8 79 70 64 69 64 60 68 63 59 1 r r J= ' 85' 0 0 9 75 66 60 65 60 56 64 59 56 0" 20' 90 0 0 10 72 62 56 62 56 52 61 56 52 _ _ 0' 90° EVO 35/45 6AR MWD LS INPUT WATTS:46.9,DELIVERED LUMENS:4623LM,LM.!W=98.5, 1,03 S/MH,TEST NO.LTL27782P1241 180' V -�'� Coefficients of Utilization ��1��90' p1 20% 1� CP Summary pc 80% 70% 50% Zonal Lumen Summary ;```;80° 0' 90 pwv 70%50%30% 50%30%10% 50%30%t0% Zone Lumens %Lamp%Future 0° 4499 4499 0 119 119 119 116 116 116 111 111 111 0••30' 3336 72.2 72.2 94 ilk , ' 5° 4429 4448 1 1 111 106 109 106 104 705 103 101 0'-40' 4380 94.7 94.7 \. ;60' 15' 4490 4534 2 10808 103 99 101 98 95 98 95 93 0°•60' 4619 99.9 99.9 1611 25° 3643 3655 3 103 96 91 95 90 87 92 88 85 0°-90° 4623 100.0 100.0 35' 1731 1694 ¢4 97 90 84 85 84 BO 87 82 79 90°-180' 0 0.0 0.0 27rsI*1 45' 260 243 (-)5 93 84 78 83 78 74 81 77 73 0°•180' 4623 100.0 100.0 �� 55' 9 8 ¢6 88 79 73 78 73 69 77 72 68 36465' 2 3 7 83 74 68 74 68 64 72 67 63 40° 75' 2 2 8 79 TO 64 69 64 60 68 63 59 a5r;� eaj- / 85° 0 0 9 75 66 60 65 60 56 64 59 56 20° 90 0 0 10 72 62 56 62 56 52 61 56 52 _ _ 0' 90' EVD 35/175 6AR MWD LS 11 INPUT WATTS: 175.3,DELIVERED LUMENS: 17801LM,LM/W=101.5, 1.06 S/MH,TEST NO.ISF 34035P268 180• %��iIMP Coefficients of Utilization i��90' Of 20% �1� CP Summary pc 80% 70% 50% Zonal Lumen Summary �`.;80' 0' 90 PW 70%93%30% 509630%10% 50%}0%10% 7one Lumens %Lamp%Fixture 0' 16146 16146 0 119 119 119 116 116 116 111 111 111 0°-30° 12002 67.4 67.4 � 6' 16095 16027 1 113 111 108 108106 104 104 103 101 0°-40° 16291 91.5 91.5 \, , 15` 16214 16013 2 108 103 98 101 97 94 98 95 92 0°-60° 17746 99.7 99.7 640.1 60° 25° 13435 13347 3 102 95 90 94 89 86 91 87 84 0°-90' 17801 100.0 100.0 35' 6981 7024 ¢4 97 89 63 88 82 78 85 81 77 90'-120° 0 0.0 0.0 9...10. 45° 1397 1491 ¢5 91 83 77 82 76 72 BD 75 71 90'•130' 0 0.0 0.0 55° 93 100 6 87 77 71 77 71 67 75 70 66 90°•150° 0 12;,, �1,� 65° 34 36 7 82 73 66 72 66 62 71 65 61 90°•180° 0 0.00.0 0.00.0 4D` 75° 13 13 8 78 68 62 67 62 57 66 61 57 0°-180° 17801 100.0 100.0 1�,�trr- 85° 2 2 9 74 64 58 63 58 54 62 57 53 20° 90 0 0 10 70 60 54 60 54 50 59 54 50 - _ 0• - 90° • PHOTOMETRY NOTES • Tested in accordance with IESNA LM-79-08. • • Tested to current IES and NEMA standards under stabilized laboratory conditions. • CR I:85 typical. EVO-6-OPEN I GOTHAM ARCHITECTURAL DOWNLIGHTING 11400 Lester Road Conyers GA 30012 1 P 800.315.4982 I gothamlighting corn Botham° PAGES DF 10 02014-20l8 Acuity Brands Lighting,Inc.All Rights Reserved. Rev.93/01/18.Speeificetims subieci Is change without mare. • 6"EVO got h a m Downlight Solid-State Lighting LUMEN OUTPUT MULTIPLIER-CCT Reflector finish Multiplier CRI CCT Multiplier i LS-Specular 1 2700K 0.916 LSS-Semi Specular 0.956 3000K 0.948 WR-White 0.87 80 3500K 1 LD-Mat Diffuse 0.85 4000K 1.032 BR-Black 0.73 5000K 1.1 2700K 0.748 3000K 0.8 90 3500K 0.838 4000K 0.845 5000K 0.945 EVO-6-OPEN I GOTHAM ARCHITECTURAL DOWNLIGHTING 11400 Lester Road Conyers GA 30012 I P 800.315.4982 I gothamlighting.com Botham` PAGE 9 OF 10 ei 2014-2018 Acuds Brands Lghting.Inc All Rights Reserved. Ree.03/01/18.Specifications subject to change without notice. • 6C EVO gothamQ Downlight Solid-State Lighting CONTROLS Choose Wall Controls, nCMPDT 9 nPODM 2PDX nLIGHT aers multiple styles of wall controls —each ( with varying features and user experience. A i _ nP5 80 EZ . . B 0 Push-Button WailPod • • O L. WallPodhic Traditional tactile buttons Graphic nPSSOEZ and LED user feedback Full color touch screen provides a sophisticated "WIRING KEY look and feel C) OPTIONAL-- - . Low voltage - —— - -4 CAT-St Cable Lha Power Dimming Wires/ SCM ADCX - F EXAMPLE Group Fixture Control* *Application diagram applies for fixtures with eldoLED drivers only. nP5 80 EZ Dimming/Control Pack(qty 2 required) nPODM 2P D>: Dual On/Off/Dim Push-Button WallPod nCM ADCX Daylight Sensor with Automatic Dimming Control nCM PDT a Dual Technology Occupancy Sensor Description:This design provides a dual on/off/dim wall station that enables manual control of the fixtures in Row A and Row B separately. Additionally,a daylight harvesting sensor is provided so the lights in row B can be configured to dim automatically when daylight is available.An occupancy sensor turns off all lights when the space is vacant. flight®Control Accessories: Order as separate catalog number. Visit WWW.se nsorsvritch.com/nlight for complete listing of nLight controls. WaliPod stations Model number Occupancy sensors Model number On/Off nPODM [color] Small motion 360°,ceiling(PIR/dual tech) nCM 9/ nCM PDT 9 On/Off & Raise/Lower nPODM DX[color] Large motion 360°,ceiling (PIR/dual tech) nCM 10/nCM PDT 10 Graphic Touchscreen nPOD GFX[color] Wide view(PIR/dual tech) nWV 16/nWV PDT 16 Photocell controls Model number Wall Switch w/Raise/Lower (PIR/dual tech) nWSX LV DX/nWSX PDT LV DX Dimming nCM ADCX Cat-5 cables(plenum rated) Model number 10'. CAT5 10FT CATS IOFT J1 15'. CAT5 15FT CAT5 15F111 A' Capable Luminaire This item is an A+capable luminaire,which has been designed and tested to provide consistent color appearance and out-of-the-box control compatibility with simple commissioning. • All configurations of this luminaire meet the Acuity Brands'specification for chromatic consistency • This luminaire is part of an A+Certified solution for nLight"control networks when ordered with drivers marked by a shaded background* • This luminaire is part of an A+Certified solution for nLight control networks,providing advanced control functionality at the luminaire level,when selection includes driver and control options marked by a shaded background* To learn more about A+,visit www.acuitybrands.cQm/ap!us• *See ordering tree for details EVO-6-OPEN GOTHAM ARCHITECTURAL DOWNLIGHTING 11400 Lester Road Conyers GA 30012 I P 500.315.4982 I gothamllghting corn gotha m• PAGE 10 OF 10 C 2014-2018 Acuity brands lighting.Inc All Rights Reserved Rev.03/01/18.Specrbcatrrs subject is change wdheul notice. SISTEMALUX SPECIFICATION SHEET LIFT SQUARE #S.50 39W T4.5 METAL HALIDE, 4 WINDOWS MODEL VOLTAGE FINISH LAMIPING: G8.5 BASE LIFT SQUARE is an outdoor wall application. This die-cast PROJECT NAME: aluminum application is powder painted for high corrosion resistance. It emits 2° narrow beams or 60° wide beams, TYPE: QTY: ideal for decorative illumination on architecture. LAST UPDATE OCTOBER 11,2012 0 S.5091 0 5.5081 TEMPERED GLASS 1111 W/FROSTED TRIMS I I �� DIE-CAST ALUMINUM r. HOUSING AND BASE - 4 APOWDER PAINTED FOR �y HIGH CORROSION __ RESISTANCE 60° 2° ISOMETRIC VIEW 60° ■ 60° 2° 2° 60° 2° BOTTOM VIEW DIE-CAST ALUMINUM [.. 8"(205mm) 7-1/2"(190mm)-� _7 — ---�__� HOUSING POWDER d PAINTED FOR HIGH i;' P� ! CORROSION X--7-7--:-1 '' RESISTANCE 7-1/8"SQ. 1! 1 p -- I II: 39W T4.5arilli, ��.` - (180mm) , II ' I METAL HALIDEr-71E I1 Y°, 0( 1 (NOT INCLUDED) '� ,.11,1 �� 1 001 ii _4 �; JUNCTION BOX . ____, it r r�1 J.1_'''--l JI (NOT INCLUDED) -. .-- 1 __________---_n ELECTRONIC BALLAST FOR(1) 39W METAL HALIDE WALL FRONT VIEW SIDE VIEW (IP 65 IK 06) ACCESSORIES ATO SE ORDERED SEPARATELY) METAL FINISH VOLTAGE Q S.501O -WIDE BEAM LENS Q 01-WHITE Q 120 V (ONLY FOR 5.5091) Q 14-ALUMINUM GREY 0 Q S.5000 -COLOR CONVERSION FILTERQ 0 277 V 18-RUSTY CORTEN 5455 de Gasp suite 100,Montreal(Quebec) SIS'I'IIVIA LIFT SQUARE C (121'us CanadaH2T3B3 4 WINDOWS P.:514.523.1339 F.:514.525.6107 DUE TO CONTINUOUS IMPROVEMENTS,THE INFORMATION HEREIN MAY BE CHANGED WITHOUT NOTICE. MOD-R, LIFT SPECIFICATION SHEET PAGE 1 OF 2 4 WINDOW Project name: Type: S.6090 5.6080 Wall effect luminaire suitable for exterior architectural applications. Luminaire characteristics: Power input:18.5W 7 Lumens: 435 or 805 Nominal data, refer to IES files for (180mm) absolute data.Im Luminaire efficacy:23 or 44ImAN Source:White LED,(LM-80 tested) 3000K:90CRI 4000K:90CRI Lumen maintenance:70%of initial lumens at 50 000 hours (L70).(LM-79 tested). FRONT VIEW Optics:Available in narrow or wide flood beam. Material: T Body:Die-cast aluminum T Diffuser:Clear tempered glass. Reflector:99.98%pure aluminum. Hardware:Stainless steel screws and silicone gaskets 7W Electrical: Universal high efficiency electronic power supply, (190mm) e rated at 50 000 hours,120-277V. (205mm) Mounting:Install on a standard 4"junction box. Finish:Aluminum gray. Weight:13.41bs(6.1kg). I I 1 Warranty:5 year limited warranty. L__ J Certification:cULus listed for wet location. BOTTOM VIEW Ratings:IP65,IK06 DUE TO CONTINUOUS IMPROVEMENTS,THE INFORMATION HEREIN MAY BE CHANGED VwwTHOUT NOTICE. LAST UPDATE MAY 03,2017 MD-R2 sIsrrE c �L us P•P551 31t339F 514.52suite 56107wwwssisI na�ncwm H2N 1N7 LIFT SPECIFICATION SHEET PAGE 2OF2 4 WINDOW Project name: Type: TECHNICAL DATA Visit sistemalux.corn for complete photometric data. LOAD CCT CRI OPTIC LUMENS EFFICACY MAX CANDELA MODEL 0.41 (K) (Im) (Im I w) (Cd) Wde flood 805 44 340 S.5090W 18.5W 3000K 90 Narrow 435 24 2565 S.5080W m,0•_ so° 58 •w lU ; 70' 175 l 233 so° 292 50° 350 10°200 30° eV k -0°H -90°H [! : . 13k •0,25k 8 k 3000K-90 CRI - 4 x 60'Wde flood 433 en. *97 70' 1.300 60° 1,733 • - 3Y7 50" 2500 IAS M^ 70" 40° -90°H 5k 05k i.h S 25 ■0.75, O 15 3000K-90 CRI - 4 x 2°Narrow ORDERING INFO MODEL VOLTAGE FINISH MODEL VOLTAGE FINISH Q S.5090W-3000K,Wde flood ` UNV- 120-277V 14-Aluminum gray Q S.5090N -4000K,Wde flood Q S.5080W-3000K,narrow Q S.5080N -4000K,narrow DUE TO CONTINUOUS IMPROVEMENTS,lVii\.111J)( THE INFORATION HEREIN MAY BE CHANGED WTHOUT NOTICE. LAST UPDATE.MAY 03,2017 MD-R2 SIS I F.4 �4 � e 0atta�)Canada rzN1N7 C U8 a5231 F 51452100, 7 LOOK SPECIFICATION SHEET PAGE:1 OF Z BOLLARD Project name: ,n Express- OPH Type: Ground mounted bollard suitable for walkways and paths, being a valid alternative to a wall mounted illumination. Luminaire characteristics: Power input:24W Lumens:940 Im(delivered for 3000K) Luminaire efficacy:39 Im/VV(for 3000K) (290mm) (85mm) Source:Source:White LED,LM-80 tested. 3000K:90CRI. li 4000K:90CRI. Lumen maintenance: >70%of initial lumens at 50 000 hours (L70),(LM-79 tested). TOP VIEW Optics:Accent light. Material: Body:Die-cast aluminum. 1%" Diffuser:Tempered glass. (43mm) Hardware:Stainless steel screws and silicone gaskets —) Electrical: Universal high efficiency electronic power supply, rated at 50 000 hours,120-277V. Mounting:Install with flange accessory or fasten to ground. 34'/." Finish:White,Aluminum gray or Burnished bronze. (870mm) Weight: 22W m) S.7260:10.4lbs(4.7kg) 11'/" S.7261:15.4lbs(7kg) (290mm) S.7262:20.3lbs(9.2kg) – Warranty:5 year limited warranty. FRONT VIEW SIDE VIEW Certification:cULus listed for wet location. S.7260 S.7261 S.7262 Ratings:IP65,IK03 DUE TO CONTINUOUS IMPROVEMENTS,THE INFORMATION� HEREIN MAY BE CHANGED WITHOUT NOTICE. LAST UPDATE.DECEMBER 09,2016 LB-R3 SI S'1'II1VIi\..111EJ1)( cOU8 P 311339 F 614 525.6107 www(Québec)lux e �nals H2N 1N7 LOOK SPECIFICATION SHEET PAGE 2OF2 BOLLARD Project name:Hdddav Inn Eapresr-OFr. Type::; TECHNICAL DATA LOAD CCT CRI OPTIC DELIVERED LUMINAIRE CENTER BEAM MODEL LUMENS EFFICACY CANDLE POWER (W) (K) 9m) pmlw) Ica) Accent light 940 39 574 S.7260W-290mm 24W 3000K 90 Accent light 940 39 574 S.7261 W-580mm Accent light 940 39 574 S.7262W-870mm m10,,,, W ....... ,.... .rte\ W er re. IV me amHP ) OHW GIO • VP I9. IP W C i 1T M ]Y V ■-7H ) ■-Wel iii •:21. ''''''‘..=:. •oma m.w.un 3000K-90CRI-Accent light-290mm 3000K-90 CRI-Accent light-580mm .............. m,9� W w � or as \ >p ON W . \moi p W. B•CH W R-90•H i ii •Ama ""w=:. 3000K-90 CRI-Accent light-870mm ACCESSORY(To BE ORDERED SEPARATELY) _ Q 5.7269-Flange with stainless steel screws8 9-z /x(290mmH .- x 43mm,H:235tnm) ORDERING INFO 72621`:- J!:' MODEL VOLTAGE (FINISH MODEL VOLTAGE FINISH O S.7260W-3000K-290mm -9a-' UNV-120-277V 0 01-White O S.7260N-4000K-290mm 0 14-Aluminum gray O 8.7261W.3000K-580mm ¢' 20-Bumished bronze O 8.726114-4000K-580mm C. S.7262W-3000K-870mm Q 8.7262N-4000K-870mm DUE TO CONTINUOUS IMPROVEMENTS. T■THE �ININFORMATION HEREIN MAY BE CHANGED WITHOUT NOTICE. LAST UPDATE'.DECEMBER 09.2018 LB.R3 SISTEMA T c0.844 @ 52313 F'5145288107 www.006000lttamm 112N INC Cata WST LED Number Architectural Wall Sconce Notes ao 20 4 DLA Type t. Capable Luminaire Specifications This item is an A+ capable luminaire, which has been Luminaire designed and tested to provide consistent color appearance and system-level interoperability. Height: 8-1/2" (21 59 cm) • All configurations of this luminaire meet the Acuity Width: 17" Brands' specification for chromatic consistency (43 18 cm) 10-3/16" • This luminaire is A+ Certified when ordered with Depth: DTLt controls marked by a shaded background. DTL (259cm) Weight: 20 lbs DLL equipped luminaires meet the A+ specification (9.' kg) for luminaire to photocontrol interoperabilityl • This luminaire is part of an A+ Certified solution i \• _ M for ROAM or XPointTM Wireless control networks, Iproviding out-of-the-box control compatibility with simple commissioning, when ordered with I W I —I o drivers and control options marked by a shaded background' Optional Back Box (PBBW) To learn more about A+, Height: 4„ visit J );;;, r -- :: c ci,,i z p . . (10.2 cm) Width: 5-1/2" See ordering tree for details. (14.0 cm) A+ Certified Solutions for ROAM require the order of Depth: 1-1/2„ one ROAM node per luminaire. Sold Separately: i ,r- L (8cr i FOR ID NPT - -+�D SIDE-ENTRY 30 N aill°alliV rte! I \\! i � 445 - '"4I k- 1 FOR 1/4' I MOUNTING sous w Optional Back Box (BBW) Height: 4 (10.2 cm) Width: 5-1/2" Depth: -1/2" W For 3/4" NPT D O° ° side-entrycondut l. _ . J .p'� I 11 I N ; I . ®' .°c , I go'4 1nil /A One Lithonia Way • Conyers,Georgia 30012 • Phone.800.279.8041 • WST-LED aillit tif ' itWi, 0 2011-2017 Acuity Brands Lighting, Inc All rights reserved Rev. 11/01/17 •A+(apahleepuMMicaled ire discolor badNod. Ordering Information EXAMPLE:WST LED P1 40K VF MVOLT DDBTXD WST LED Series I Psrt,,,mance Package Color temperature Orsvrbutine WST LED PI 7,0000 Lumen paaage 273 07008 VF Vdual comfort forward throw MVOLP I 27P Shipped included 32 3,0001umen package 304 3000K VW Rsual comfort wide 1200 i 347' (blank) Surface mounting bracket P3 6,0001umen package 408 40008 208° I 480, Shipped separately SOK 20008 240° I BBW Surface-mounted fuck both PROW Premium surface-mounted back bac!' Options finish frngmred) PE Phowelecric the,button type ! E7WC Emergency battery backup,Non(EC compliant(cold 0DB07 Dark bronze PFR NEMA Inst-loek receptacle Dniy(moo'owdeed separae)' 7W)°" DBIXD Black PERS FM-wire receptacle on'ylmMrdsp'desed sepa'ae)' i 17WNR Remote emergency battery backup,Non CE(compliant MD Natural aluminum PERI Seren•wire receptacle only lmnrrolswdered fremote7Wl°1 seWrael' E2OWN Emergency battery pack I8Wconstant power,CFC DWH4D Lunde PIP Motion/Amblemtight Sensor,8-15'mourning height" compliant° DSS4D Sandstone PIR1FC39 Motion/ambient sensw,8-15'mounting heght ambient sensor enabled al Dr" 1201W Emergency battery pack-20°[18Wmnslam power, DDBTXD lunged darkbronoe PIRH 1809motion/ambient light sensor,1510'mounting height' (E(compliantR" DBLBXD Textured black • PIRN1FC33 Motion/amlient sensor,1S-3O mounting height,ambient sensorenabled at lit" 1123W88 Remote emergency battery backup,Non CE(complum DNAT40 Textured natural aluminum SF Single lose 1120,277,3470? (remote 20W)e1' DWEKXD Textured while DF Double fuse(208,240,4800? i ICE left side conduit entry" DSST2D Textured sandstone DS Dual switching' I ACE Right side conduit entry" E7W11 Emergency battery backup,Non(EC compliant(OW)a Skipped separately ISM Reoohtback pial' i VG Vandal guard" 1: WG Wre guard" AccessoriesNOTES B Reference Motion Sensor able. 1 MVOLT diner operates on eery line voltage horn 120-277V 150/60 9 Not evadable with Emergency options,PE or PER option. w•nd.h,..woara.r Ha). 10 Not evadable with 347/48W. YONSMBw DOW D Minium Sadao-mantel MO km 2 Single fuse(5F)requires 120V,277V or 347V.Double fuse(OF) 11 Battery pack rated for-201 to 40.C. wSBBWDDetAD SudaumwtNexlBm requires 208V,240V or 4801. 12 Comes with PBBW. 3 Also available as•..paste accessory,see accessories information. 13 Wan.nry period is 3-years. 101,0060 it AMA ad par 4 Tapcanduk entry standard. 14 Not available with BBW 5 Need to specify 120.208,240 or 277 voltage. 15 Must order with Picture;not an accessary. 6 Pholowll ordered and shipped as•.parate line kern from Acuity Brands Controls.Shoring Cap included. 7 Not available with VG or WG.Sae PER Table. Emergency Battery Operation The emergency battery backup is integral to the luminaire—no external housing required,This design provides reliable emergency operation while maintaining the aesthetic of the product. Al emergency backup configurations include an independent secondary driver with an integral relay to knmedlately detect AC power loss,meeting knterpretations of t.,..,..•. it; ,t,c)It The emergency battery will power the luminaire fora duration of 90 minutes(maximum duration of three hours)horn the time supply power is lost per e,Kidd,Curie Section 1011S and - _. i prarided luminaires are mounted st an appropriate height and illoininste an open space with no major absnuetions The examples below show illuminance of 1 fc average and 0.1 fc minimum of the Pl power package and VF distribution product in emergency mode. d MrT 8'MH \ 12 MH lex 10 Geidkness.-',•-•-'''-_. },Ct end 11'Mounting Height111111; B WST LEDO,278 VF MVOLT E7WN WST LED P2 SOK VF MVOLT E2DWH LITHO/VIA One Lithonia Way•Conyers,Georgia 30012•Phone:800.2798041° W5T-LED t/SAF'/A/S, O2011-2017 Acuity Brands Lighting,tnc.All righb reserved. Rev 11/01/17 Performance Data Lumen Ambient Temperature(LAT)Multipliers Electrical Load Use these factors to determine relative lumen output for average ambient temperatures , from 0-0!7C(32-1041-). INA 120 208 240 271 347 480 Ambient tumorsMultiplier 0°C 321 1.03 I 11 0.1 ( 6 0.05 0.04 -- - 10°C 501 1.02 n ' 14 -- -- -- --- 004 0.03 201 681 1.01 ---_ 25'C 771 1.00 P105 14 0.12 007 0.06 0.06 - - ' - 30"( 861 0.99 25 021 1113 0.11 11 -- -- 40'C 1041 0.96 n 30 - - - - 0.09 0.06 Projected LED Lumen Maintenance nos _ 25 an 0.13 an 6., _.0_ Values cekubted according to IESNA TM-21-11 methodology and valid up to 40°C 50 1141 024 411 019 -- - P3 56 - -- -- -- 0.16 0.12 Opr+nt:ng Hours 0 25,000 50,000 100,000 nos S2 0.43 026 0.23 0.21 - tua.+r eAanu rnn°" 10 >0.95 >0.92 >0.87 PY for Motion Sensor Default Settings I 9 High Level Notated Ramp up Dwel(Tsme Ila Tome . (v:hrn tngarrrd+ �?tl+olt. ._3 Tome 11R or RIR 39(37%)Output 109(100f6)Oaput Enabled W5f( 3se< 5min 5min . PIR1FC3VofPIRHIFC3V 3V(37%)Output 109(10096)O(Rput babied tllc 3sec 5min 5min i 'for use with centrilue Dusk to Dawn PER Table M-45 l5 woo (aril to' tin i?n ir- Wire4/WIreS 1111=111, Photocontrol Only(On/Off) A wiled todimming leads ondriver A Mod todiE leads on Wires capped inside Oature iver ` %%red to dimming leads on ROAM r �/ NArtdtOdilmrdngleads ondriver . driver M1resGppMmode RKture r ROAM with Motion 6,1% A %red todimming leads ondriver A Wired to dimming kads on wnescapped inside fon I. driver Ft vreproor t rn A 9Wredtodimtdrgleads ondriver vie Wired to dimming leads on , wires Cappedwide liture _ drive[ I Film:proorwWtMinon A Wired todirmdttgleads ondthtyiiiii Wiredtodi kods on Wren Copped ioldeRkture IIII Recommended rig Will not work AAlternate •Futureproof means:Ability to change controls in the future. Lumen Output Lumen values are from photometric tests performed in accordance with IESNA LM-79-08.Data is considered to be representative of the configurations shown.within the tolerances allowed by Lighting Facts. *tern27K 30K 40K PerformanceWainB (27004 70CRb UItOOr,70 CRI) (40001i.70;RI Package 111:3a:oo®®000��aoo, e7 P1 12W VF I ,A94 0 0 0 .1 125 1.529 0 0 0 I 127 1,6» o ' 0 0 ' 137 1,639 0 0 0 137 VW I 1,513 0 0 . 0 9 126 . 1,510 0 0 0 129 i 1659 i o 0 0 - 138 [,660 i o 0 0 170 P2 2sw •YF_ 1 3,163 • 1 ij 0 l 1 127 3,237 1 0 1 129 3.469 1 0 1 139 3,460��4 1 r 0 1' 139 VW I 3.201 X 1 1 0 0 128 l 3X76 1 0 0 131 3.512 1 0 0 140 3,512 1 0 0 140 SOW VP 6025 i 1 1; 0 . 1 121 6,165 1 0 1 123 I 6,603 l 1 0 I 1 I 132 6,607 : 1 0 1 132 .- _ _. . VW-__ 6098 j 1 � 0 l 1 , 122 • 6,240 l 1 0 11 125 1. 6.689 1 0 1 134 6,691 it i D l�1 136 OrA [,1 /? /y//A One Lithonia Way• Conyers,Georgia 30012 • Phone:800.279.8041 • W57-LED +er- 1.161.177Al ` 02011.2017 Acuity Brands Lighting,Inc.All rights reserved. Rev.11/01/17 Photometric Diagrams To see complete photometric reports or download.les files for this product, visit Lithonia Lighting's WS1 LED ho*pag-. Isofootcandle plots for the WST LED P3 40KVF and WJ Distances are in units cf mounting height(10'). Distribution overlay comparison to 175W metal halide LEGEND 4 3 2 + 0 1 2 3 4 .0 4 3 2 1 0 1 2 3 • 5 LEGEND 4 ' 4 0.1 fc ! i c WST 3 i - i t . l. ' i 4 II LED, 0.5 fc 2 - ...t.'-'` .-.-.I-- -,. 'F ; 2 _-;,,I14•••_--. -a...l -i- } 0.5 fc 1 / • Ni, I c WST al 1.0 fc ' >, 1 ) ? ' 7 ■ HID, III 5.0 fc rf 1 — i i� • , — 0.5 fc CJ I I I N c + i 10'W Sidewalk Q • Q n I { . } • 4 ' f 1 }tt 1 I i I ,.; l WST HID: WST IED: -3 • c- a l I I ; I ! o-J WST HID=0.72 213W 50W VF I 24 1 1 4 -a w a I i I VW VAST LED=0.95 WST LED P3 40K VF, '' WST 175M FT Probe,12'Mounting Ht FEATURES & SPECIFICATIONS INTENDED USE ELECTRICAL The classic architectural shape of the WST LED was designed for applications such as hospitals, Light engine(s)consist of 98 high-efficacy LEDs mounted to a metal core circuit board and schools,malls,restaurants,and commercial buildings. The long life LEDs and driver make this integral aluminum heat sinks to maximize heat dissipation and promote long life(100,000 luminaire nearly maintenance-free. hrs at 40°C, L87). Class 2 electronic driver has a power factor>90%,THD<20%. Easily- CONSTRUCTION serviceable surge protection device meets a minimum Category B(per ANSI/IEEE C62.41.2). The single-piece die-cast aluminum housing integrates secondary heat sinks to optimize thermal INSTALLATION transfer from the internal light engine heat sinks and promote long life. The driver is mounted in A universal mounting plate with integral mounting support arms allows the fixture to hinge direct contact with the casting for a low operating temperature and long life.The die-cast door down for easy access while making wiring connections. frame is fully gasketed with a one-piece solid silicone gasket to keep out moisture and dust, LISTINGS providing an IP65 rating for the luminaire. CSA certified to U.S.and Canadian standards. Luminaire is IP65 rated. PIR and back box FINISH options are rated for wet location. Rated for-30°C to 40°C ambient. Exterior pars are protected by a zinc-infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi-stage DesignLights Consortiums(DLC)Premium qualified product Not all versions of this process ensures a min mum 3 rnils thickness for a finish that can w.thstand extreme climate product may be DLC Premium qualified. Please check the DLC Qualified Products List changes without cracking or peeling. Standard Super Durable colors include dark bronze,black, at - - _ . to confirm which versions are qualified natural aluminum,sandstone and white Available in textured and non-textured finishes. WARRANTY OPTICS 5-year limited warranty. Complete warranty terms located at: Well crafted reflector optics allow the light engine to be recessed within the luminaire,providing www.e......iitytirar.cia.-contorneifieSt,JiCeS/lernit- arid. CO".,Tt,Onb aspx. visual comfort, superior distribution,uniformity,and spacing in wall-mount applications. The WST LED has zero uplight and qualifies as a Nighttime PriendlyrM product, meaning it is consistent with Notr Actual performance may differ as a result of end-user environment and application. the LEED°and Green Globes`"'criteria for eliminating wasteful uplight. All values are design or typical values,measured under laboratory conditions at 25°C. Speciricat ons subject to change without notice. ' L's .'ze ' fi, ? One Lithonia Way • Conyers, Georgia 30012 o Phone:800.279.8041 • WST-LED M ffr' 0 20'1-2017 Acuity Brands Lighting, Inc. All rights reserved. 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"Q,3a 4 _ i i s -- t • f , r . h - ill- _ . _ i .z a ; r(t w t /i, o nr '� c es ,— 410. p.) o ,,,,.,r Niko 0 GilWWI0 3 Ll (to wog o 4410 0) e .. #4. ,,, illit C 61.11. 40 tle) . : n , n so, , • k 0 • 41* , r —.0 t. ! • a 4 , What is IHG Green Engage'? IHG Green Engage is an innovative online sustainability system designed to help hotels monitor, reduce and manage waste, water and energy consumption and carbon emissions. This tool contains over 200 Green Solutions spread out across 4 levels of certification. engage engage engage engage } •';( HlFVFN INNOVATOR LEADER I ;;,;., uan•frmrr 0,10 r,c leading the way 1 F'YF( OW' I PIM TWO t FVFI fl4RFr ,FVF1 rotor There are two sets of Green Solutions, one for existing hotels and one for new hotels. Each Green Solution has step by step guides, clear requirements for completion, financial considerations and references. Energy and water benchmarks enable hotels to compare performance against hotels worldwide based on climate and other environmental factors. The carbon calculator helps hotels to measure their total carbon footprint, carbon footprint per occupied room and the carbon footprint of a meeting all of which help in responding to RFPs. GREEN engage Why use IIHG Green Engage at my hotels • Utilities are typically a hotels second highest cost. 111111111011110 LL NOMWOMIM 111111111101111* Cllr!'IIID IHG Green Engage can help hotels to save up to 25% in energy. Designed by IHG, for IHG hotels. Over 2,700 properties currently participate in IHG Green Engage. 4IPP 75% of frequent travellers care about the environment. Knowing this, there is an "IHG Green Engage hotels feature" on branded booking sites and ' tOPP°. booking collateral. / '- 4 GI engage 3 tA 1 0, .4 SIM '4k t 1HG Sales bk t Environmental S • Safes docurt-ient 20113 .1- ,10VP r } 47 interContinentiii Hotels Group � �� Sustainability at the Core of IHG .• _ "Building trust and being a responsible business are fundamental. Our size and scale give us a big responsibility. The great news is I , :.1 . that doing the right thing strengthens our reputation and reinforces trust in our brands. It shows,for instance, that we're listening to our stakeholders. A growing number of our guests want to make sustainable choices and lots of our corporate clients want proof of our green credentials". Richard Solomons CEO of IHG 1 2 rr .. 4 ' , _._, -, Brands People Delivery �1(/' Environmental Sustainability c creates value at IHG Quick return on investment .4041.:C, 1, Anticipates our guest needs through `` \ ' r / o1r product and service innovation and N \ ' ` responsibility �' ., t . ,.,f; Aligns with our guest and corporate f�°; t client values t c CRc �j` .' ` . Assists in the identification of � ' f ,.. ,,,'r` opportunities in 'green'emerging markets a': Positions IHG ahead of the regulatory curve Enhances our reputation responsibly Where we play N� ®UR VIEe t' _ E Cor orae l• Re ..1. By i Improved Asset Value and GOP Ticking SERE ,- Mitigates against macroeconomic conditions . Reduces our risk Builds our reputation and owner advocacy through leading practices Li:J1[r IHG Green Engage What is Green Engage? 4 IHG GREEN ENGAGE is an online tool designed by IHG to identify the most appropriate "green" solutions for hotels. • IHG Green Engage helps hotels measure, manage, and report their energy, water and waste. IHG Green Engage is the only existing hotel program to be LEED (Leadership in Energy and Environmental Design) aligned with the U.S. Green Building Council. 4 Designed by IHG, for IHG hotels 4 Cost efficient — some alternatives are 6x more expensive 4 More than 50% or IHG properties currently participate 4 IHG's Sustainability program recently won the GBTA Project Icarus Gold Medal Award. �NGPGete) G,e04oM� A&'19 o®Re i i� GREi. , ellgr. ; ' 3