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Home My WebLink AboutAgenda 06_SP-20-023_1200 Airport Drive_Apron Expansion#SP‐20‐023 Staff Comments 1 CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD SP‐20‐023_1200 Airport Drive_Apron Expansion_2020‐06‐ 02.docx DEPARTMENT OF PLANNING & ZONING Report preparation date: May 27, 2020 Application received: April 24, 2020 1200 Airport Drive Site Plan Application #SP‐20‐023 Meeting date: June 2, 2020 Applicant & Owner City of Burlington, Burlington International Airport 1200 Airport Drive #1 South Burlington, VT 05403 Property Information Tax Parcel ID 2000‐0000C Airport & Airport Industrial Zoning District Engineer Hoyle, Tanner Associates, Inc. 150 Dow Street Manchester, NH 03101‐1227 Location Map #SP‐20‐023 Staff Comments 2 PROJECT DESCRPTION Site plan application #SP‐20‐023 of Burlington International Airport to pave an approximately 62,600 sf area for the purpose of creating an overnight aircraft parking area south of the existing terminal apron and adjacent to the north hangar, 1200 Airport Drive. PERMIT HISTORY The Project is located in the Airport and Airport Industrial Districts. It is located directly behind (to the east of) the recently reviewed Heritage Aviation hangar expansion (SD‐20‐12). COMMENTS Planning Director Paul Conner and Development Review Planner Marla Keene (“Staff”) have reviewed the plans submitted on 4/24/2020 and offer the following comments. Numbered items for the Board’s attention are in red. CONTEXT The applicant is proposing to pave four grass areas to create an area for the overnight parking of aircraft. They are proposing to provide subsurface stormwater management for this new pavement southeast of the paved area behind the cemetery. No new buildings are proposed, and the project will be largely screened by the existing Heritage Aviation hangar. The project is largely, therefore, a paving and stormwater project. A) ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Setbacks, Coverages & Lot Dimensions No new building is proposed. AIR and AIR‐I District Required Proposed Min. Lot Size 3 ac 777 ac Max. Building Coverage 30% Unknown, no change Max. Overall Coverage 50% 34.5% Max. Front Setback Coverage 30% Unknown, no change @Min. Front Setback 50 ft Unknown, no change Min. Side Setback 35 ft. Unknown, no change Min. Rear Setback 50 ft. N/A  zoning compliance @ Existing non‐compliance. B) 6.05 SUPPLEMENTAL STANDARDS FOR INDUSTRIAL AND AIRPORT DISTRICTS A. Site plan or PUD review required. This application is for site plan review. Staff considers this criterion met. #SP‐20‐023 Staff Comments 3 B. Multiple structures and uses permitted This criterion requires normal lot coverages to be met. Staff considers this criterion met. C. [reserved] D. Buffer Strip. Properties in the Airport district that abut residential districts shall provide a screen or buffer along the abutting line, as per Section 3.06(I) (buffers). Staff considers, as an interior infill project, this criterion is not applicable. C) SITE PLAN REVIEW STANDARDS Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: A. Relationship of Proposed Development to the City of South Burlington Comprehensive Plan. Due attention by the applicant should be given to the goals and objectives and the stated land use policies for the City of South Burlington as set forth in the Comprehensive Plan. Staff considers the comprehensive plan’s transportation objectives acknowledge the functional needs of the Airport. B. Relationship of Proposed Structures to the Site. (1) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. No changes to the structures are proposed. Staff considers this criterion met. (2) Parking: (a) Parking shall be located to the rear or sides of buildings. Any side of a building facing a public street shall be considered a front side of a building for the purposes of this subsection. The proposed aircraft parking is proposed to be screened from Airport Drive by the existing Heritage Aviation hangar. Staff considers this criterion met. (b) ‐ (d) (not applicable) (3) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or anticipated adjoining buildings. No changes to the structures are proposed. Staff considers this criterion met. C. Relationship of Structures and Site to Adjoining Area. (1) The Development Review Board shall encourage the use of a combination of common materials and architectural characteristics (e.g., rhythm, color, texture, form or detailing), landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. (2) Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed #SP‐20‐023 Staff Comments 4 structures. No changes to the structures are proposed. Staff considers this criterion met. In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: A. Access to Abutting Properties. The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial or collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. No changes to access are proposed. Staff considers this criterion met. B. Utility Services. Electric, telephone and other wire‐served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. No changes are proposed to the existing wire served utilities. Staff considers this criterion met. C. Disposal of Wastes. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). No solid waste handling facilities are associated with the elements of the airport operations addressed by this site plan. Staff considers this criterion not applicable. D. Landscaping and Screening Requirements. (See Article 13, Section 13.06) Pursuant to Section 13.06(A) of the proposed Land Development Regulations, landscaping and screening shall be required for all projects subject to site plan review. The applicant is not proposing any building improvements therefore no landscaping is required. Staff considers this criterion met. F. Low Impact Development. The use of low impact site design strategies that minimize site disturbance, and that integrate structures, landscaping, natural hydrologic functions, and various other techniques to minimize runoff from impervious surfaces and to infiltrate precipitation into underlying soils and groundwater as close as is reasonable practicable to where it hits the ground, is required pursuant to the standards contained within Article 12. This project involves more than ½ acre of impervious and results in the addition of more than 5,000 sf of new impervious, therefore the standards of 12.03 Stormwater Management Standards requiring on‐site infiltration of the water quality volume, and peak rate attenuation of the 1‐year 24‐hour storm, apply. The assistant stormwater superintendent reviewed the plans on May 21, 2020 and offers the following comments. 1. The applicant has proposed use of underground detention chambers to meet channel protection standards and overbank flood protection standards. No details were provided for the underground detention system. Please provide Sheet GD4.1 for review. 2. The applicant has proposed use of a sand filter to meet the water quality standards. No details were provided for the sand filter. No reference is made to a sand filter on the plans. #SP‐20‐023 Staff Comments 5 3. Please submit all additional information necessary to show that the sand filter is designed in accordance with §4.3.4.2 and §4.3.4.4 of the VSMM. 4. The applicant used the 0.9” storm event to model the water quality storm. In accordance with §2.2.4 of the VSMM, the water quality storm event should be equivalent to one inch of rainfall. 1. Staff recommends the Board require the applicant to address the comments of the assistant stormwater superintendent prior to closing the hearing. G. Standards for Roadways, Parking and Circulation. Standards of Section 15.12 Standards for Roadways, Parking, and Circulation shall be met. No changes to roadways, parking and circulation are proposed. Staff considers this criterion met. D) OTHER Lighting Section 13.07 of the Land Development Regulations addresses exterior lighting as follows. A. General Requirements. All exterior lighting for all uses in all districts except for one‐family and two‐family uses shall be of such a type and location and shall have such shielding as will direct the light downward and will prevent the source of light from being visible from any adjacent residential property or street. Light fixtures that are generally acceptable are illustrated in Appendix D. “Source of light” shall be deemed to include any transparent or translucent lighting that is an integral part of the lighting fixture(s). Site illumination for uncovered areas shall be evenly distributed. Where feasible, energy efficient lighting is encouraged. The applicant is proposing six (6) building mounted floodlights directed away from Airport Drive and towards the runway. View of the floodlights from Airport Drive will be blocked by the building they are proposed to be mounted on. The floodlights will be shielded. Staff considers this criterion met. RECOMMENDATION Staff recommends that the Board discuss the Project with the applicant and close the hearing. Respectfully submitted, ________________________________ Marla Keene, Development Review Planner 3 3A7+R\OH7DQQHU $VVRFLDWHVENGINEER'S SEAL NORTHHANGARCEMETERYTAXIWAY 'C'LIMIT OF WORKTAXIWAY 'A'+R\OH7DQQHU $VVRFLDWHVENGINEER'S SEALNEXISTING QUANTITY OFPERVIOUS SURFACES:EXISTING QUANTITY OFIMPERVIOUS SURFACES:APPROX. 98,900 SF(2.27 ACRES)APPROX. 122,300 SF(2.81 ACRES)+R\OH7DQQHU $VVRFLDWHVENGINEER'S SEAL 15"RCP15"RCP18"RCP12"RCP15"RCP15"RCP15"RCP24"RCP18"RCP15"RCP+R\OH7DQQHU $VVRFLDWHVENGINEER'S SEAL +R\OH7DQQHU $VVRFLDWHVENGINEER'S SEAL 1 Project Narrative Burlington International Airport Construct Overnight Apron (Phase 7) 1. Project Description BTV needs to construct a Remain Overnight (RON) aircraft parking apron. Due to growth at the airport, there is not enough room at its terminal to park all the aircraft that “remain over night”. BTV proposes to redevelop an area within the current airport boundary as shown on the plans provided to construct an approximately 14,100 SY aircraft parking apron south of the terminal apron, adjacent to the north hangar. The project will result in the construction of approximately 62,568 sq ft of new impervious surface. The area of redevelopment is located within the boundary of BTV, which is an active public- use commercial airport located at 1200 Airport Drive, South Burlington, VT. Construction is expected to occur over two years and will be phased to minimize impacts to aircraft operations during construction. 2. Existing Condition The existing site consists of an impervious pavement aircraft apron with several grass islands within the overall airport layout. The soil consists entirely of Adams and Windsor loamy sands, 0 to 5 percent slopes, hydrologic soil group A. The quantity of existing impervious surface is approximately 2.38 acres/103,800 square feet. The approximate proposed quantity of impervious surface will be 3.82 acres/166,400 square feet due to the paving of the grass islands, which will add approximately 1.44 acres/62,600 square feet of impervious pavement. 3. Existing Stormwater System The site has an existing stormwater system in place that consists of approximately 9 catch basins capturing runoff from approximately 2.38 acres of impervious and 1.44 acres of pervious area and outlets at Outfall 7. 4. Proposed Stormwater System: The proposed stormwater system consists of 14 catch basins capturing runoff from approximately 3.82 acres of impervious surfaces, of this 1.44 acres is pervious surface to be converted to impervious surface. A storage chamber will be installed to satisfy required peak flow requirements and an underground sand filter system will be installed to satisfy water quality standards. The project will make the site 100% impervious surface, intended for the movement and parking of aircraft. FAA rules do not allow above ground objects within these areas or open standing water bodies that could attract wildlife and pose a safety hazard to operating aircraft. 2 Because of these constraints only an underground stormwater control system is viable. Furthermore, aircraft re-fueling may take place on the site. This creates a “hot spot” and per the VSMM no groundwater infiltration is allowed. Therefore, the selected water quality practice is a lined underground sand filter. Additionally, since the project site is on an airport and the amount of sediment and trash potentially getting into the system will be minimal. FAA does not allow the use of sand on paved surfaces for traction and they have strict rules on “FOD”, foreign object debris, and its prompt removal when encountered. Both rules are for the protection and safety of operating aircraft, but also act as “pre-treatment” for the stormwater system. Pre and Post Development Runoff: Storm Pre-development Q Post Development Q 0.9” 0.89 cfs 1.66 cfs 1-year 4.37 cfs 2.58 cfs 10-year 7.85 cfs 6.77 cfs 25-year 8.11 cfs 7.48 cfs 100-year 8.42 cfs 8.40 cfs Filename: Z:\Job Files\Holbrook Associated\Holbrook Associated 101064\Airport apron lighting\Working Files\AGI\Airport Apron Lighting layout 00344311B.AGIThe Lighting Analysis, ezLayout, Energy Analysis and/or Visual Simulation ("Lighting Design") provided byRAB Lighting Inc. ("RAB") represents an anticipated prediction of lighting system performance based upon designparameters and information supplied by others. These design parameters and information provided by others havenot been field verified by RAB and therefore actual measured results may vary from the actual field conditions.RAB recommends that design parameters and other information be field verified to reduce variation.RAB neither warranties, either implied or stated with regard to actual measured light levels or energy consumptionlevels as compared to those illustrated by the Lighting Design. RAB neither warranties, either implied or stated, norrepresents the appropriateness, completeness or suitability of the Lighting Design intent as compliant with anyapplicable regulatory code requirements with the exception of those specifically stated on drawings created andsubmitted by RAB. The Lighting design is issued, in whole or in part, as advisory documents for informational purposesand is not intended for construction nor as being part of a project's construction documentation package.Scale: as notedDate:3/9/2020Drawn By:Donald G. AndrewsPrepared For:Holbrook Associated35 Reservoir Park DriveRockland, MA 02370Tel: 888-839-1578CASE # 00344311PROJECT # 148062Filename: Airport Apron Lighting layout 00344311B.AGIJob Name:Airport Apron LightingBurlington International AirportBurlington, VTLighting LayoutVersion BScale: 1 inch= 30 Ft.7 G GG1469370 1469400 1469430 1469460 1469490 1469520 1469550 1469580 1469610 1469640 1469670 1469700 1469730 1469760 1469790 1469820 1469850 1469880 1469910 1469940 1469970 1470000 1470030717690717660717630717600717570717540717510717480717450717420717390717360717330717300717270717240717210717180717150717120B1333333B3333333B43333335B3333332B333333B63333330.1 0.4 1.6 2.4 2.30.3 1.0 3.5 4.1 2.8 1.6 0.9 0.6 0.5 0.4 0.3 0.30.5 2.5 5.8 4.8 2.6 1.4 1.1 0.9 0.8 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.10.9 3.9 5.8 3.4 2.4 2.3 1.9 1.5 1.1 0.9 0.6 0.5 0.4 0.3 0.2 0.2 0.2 0.1 0.10.8 2.0 2.5 4.2 4.8 3.9 2.8 1.9 1.3 0.9 0.7 0.5 0.4 0.3 0.2 0.2 0.2 0.10.1 0.4 1.5 3.76.55.7 4.0 2.6 1.7 1.2 0.9 0.6 0.5 0.4 0.3 0.2 0.2 0.2 0.10.00.3 1.2 2.7 4.0 4.2 3.3 2.3 1.6 1.2 0.9 0.6 0.5 0.4 0.3 0.2 0.2 0.2 0.10.00.2 1.3 4.0 6.2 5.8 4.2 2.9 2.0 1.5 1.0 0.8 0.6 0.4 0.3 0.2 0.2 0.2 0.10.00.1 0.5 1.4 4.0 4.9 4.3 3.3 2.4 1.7 1.2 0.9 0.6 0.5 0.4 0.3 0.2 0.2 0.10.00.1 0.3 0.7 1.7 3.1 3.4 2.9 2.3 1.7 1.2 0.9 0.6 0.5 0.3 0.3 0.2 0.2 0.10.1 0.3 0.6 2.0 3.1 3.0 2.7 2.2 1.8 1.3 1.0 0.7 0.6 0.4 0.3 0.2 0.2 0.2 0.10.1 0.8 2.6 5.3 5.0 3.5 2.2 1.6 1.1 0.9 0.7 0.5 0.4 0.3 0.3 0.2 0.2 0.10.00.2 1.5 4.8 5.7 4.2 2.5 1.5 0.9 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.10.00.3 1.2 2.0 2.0 1.6 1.2 0.9 0.6 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.10.1 0.4 1.6 3.4 5.0 4.2 2.8 1.8 1.1 0.7 0.5 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.10.1 0.8 2.1 3.8 6.1 5.5 3.9 2.5 1.6 1.0 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.10.2 1.4 4.4 3.7 2.9 3.3 2.9 2.2 1.6 1.1 0.8 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.10.2 0.9 4.9 6.0 3.8 2.0 1.6 1.4 1.1 0.9 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.10.1 0.5 2.7 4.7 4.1 2.4 1.3 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.10.00.1 0.2 1.1 2.7 3.0 2.2 1.4 0.8 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.10.0 0.00.1 0.4 1.3 1.8 1.7 1.2 0.8 0.5 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.11.0 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.10.0 0.00.1 0.1 0.20.00.1 0.1 0.2 0.4 0.5 0.4 0.4 0.3 0.2 0.2 0.10.00.1 0.2 0.5 0.7 0.7 0.6 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.10.00.1 0.2 0.5 1.0 1.1 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.4 1.31.81.7 1.2 0.8 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.5 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.10.2 0.2 0.1 0.1 0.11.91.71.52.13.34.54.53.51.91.63.04.96.57.26.14.84.04.14.03.22.21.41.01.01.01.03 fc3 fc3 fc3 fc3 fc3 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc1 fc1 fc1 fc1 fc1 fc5 fc5 fc5 fc0.25 fc0.25 fc0.25 fc0.25 fc0.1 fc0.1 fc0.5 fc1 fc0.25 fc0.1 fc0.1 fc Filename: Z:\Job Files\Holbrook Associated\Holbrook Associated 101064\Airport apron lighting\Working Files\AGI\Airport Apron Lighting layout 00344311B.AGIThe Lighting Analysis, ezLayout, Energy Analysis and/or Visual Simulation ("Lighting Design") provided byRAB Lighting Inc. ("RAB") represents an anticipated prediction of lighting system performance based upon designparameters and information supplied by others. These design parameters and information provided by others havenot been field verified by RAB and therefore actual measured results may vary from the actual field conditions.RAB recommends that design parameters and other information be field verified to reduce variation.RAB neither warranties, either implied or stated with regard to actual measured light levels or energy consumptionlevels as compared to those illustrated by the Lighting Design. RAB neither warranties, either implied or stated, norrepresents the appropriateness, completeness or suitability of the Lighting Design intent as compliant with anyapplicable regulatory code requirements with the exception of those specifically stated on drawings created andsubmitted by RAB. The Lighting design is issued, in whole or in part, as advisory documents for informational purposesand is not intended for construction nor as being part of a project's construction documentation package.Scale: as notedDate:3/9/2020Drawn By:Donald G. Andrews35 Reservoir Park DriveRockland, MA 02370Tel: 888-839-1578Prepared For:Holbrook AssociatedCASE # 00344311PROJECT # 148062Filename: Airport Apron Lighting layout 00344311B.AGIBurlington, VTLighting LayoutVersion BJob Name:Airport Apron LightingBurlington International AirportRenderViewpoint_1RenderViewpoint_2 Filename: Z:\Job Files\Holbrook Associated\Holbrook Associated 101064\Airport apron lighting\Working Files\AGI\Airport Apron Lighting layout 00344311B.AGIThe Lighting Analysis, ezLayout, Energy Analysis and/or Visual Simulation ("Lighting Design") provided byRAB Lighting Inc. ("RAB") represents an anticipated prediction of lighting system performance based upon designparameters and information supplied by others. These design parameters and information provided by others havenot been field verified by RAB and therefore actual measured results may vary from the actual field conditions.RAB recommends that design parameters and other information be field verified to reduce variation.RAB neither warranties, either implied or stated with regard to actual measured light levels or energy consumptionlevels as compared to those illustrated by the Lighting Design. RAB neither warranties, either implied or stated, norrepresents the appropriateness, completeness or suitability of the Lighting Design intent as compliant with anyapplicable regulatory code requirements with the exception of those specifically stated on drawings created andsubmitted by RAB. The Lighting design is issued, in whole or in part, as advisory documents for informational purposesand is not intended for construction nor as being part of a project's construction documentation package.Scale: as notedDate:3/9/2020Drawn By:Donald G. AndrewsNOTES:* The light loss factor (LLF) is a product of many variables, only lamp lumen depreciation (LLD)has been applied to the calculated results unless otherwise noted. The LLD is the result (quotient)of mean lumens / initial lumens per lamp manufacturers' specifications.* Illumination values shown (in footcandles) are the predicted results for planes of calculationeither horizontal, vertical or inclined as designated in the calculation summary. Meter orientationis normal to the plane of calculation.* The calculated results of this lighting simulation represent an anticipated prediction of systemperformance. Actual measured results may vary from the anticipated performance and are subjectto means and methods which are beyond the control of RAB Lighting Inc.* Mounting height determination is job site specific, our lighting simulations assume a mountingheight (insertion point of the luminaire symbol) to be taken at the top of the symbol for ceilingmounted luminaires and at the bottom of the symbol for all other luminaire mounting configurations.* It is the Owner’s responsibility to confirm the suitability of the existing or proposed poles and basesto support the proposed fixtures, based on the weight and EPA of the proposed fixtures and the owner’ssite soil conditions and wind zone. It is recommended that a professional engineer licensed to practicein the state the site is located be engaged to assist in this determination.* The landscape material shown hereon is conceptual, and is not intended to be an accuraterepresentation of any particular plant, shrub, bush, or tree, as these materials are living objects,and subject to constant change. The conceptual objects shown are for illustrative purposes only.The actual illumination values measured in the field will vary.* Photometric model elements such as buildings, rooms, plants, furnishings or any architecturaldetails which impact the dispersion of light must be detailed by the customer documents for inclusionin the RAB lighting design model. RAB is not responsible for any inaccuracies caused by incompleteinformation on the part of the customer, and reserves the right to use best judgement when translatingcustomer requests into photometric studies.* RAB Lighting Inc. luminaire and product designs are protected under U.S. and International intellectualproperty laws. Patents issued or pending apply.Prepared For:Holbrook Associated35 Reservoir Park DriveRockland, MA 02370Tel: 888-839-1578CASE # 00344311PROJECT # 148062Filename: Airport Apron Lighting layout 00344311B.AGIJob Name:Airport Apron LightingBurlington International AirportBurlington, VTLighting LayoutVersion BCalculation SummaryLuminaire Schedule All quotes/orders generated from this layout must be forwarded to the Local Rep AgencySymbolQtyTagLabelArrangementLLFDescriptionExpanded Luminaire Location SummaryLumNoTagXYMTG HTOrientLabelCalcTypeTilt1B1469569.643UnitsAvgMaxMinAvg/MinMax/MinDescriptionPtSpcLr717501.76643.55070PtSpcTbMeter TypeCalcPts_1 PrimaryIlluminance2B1469570.276717499.03143.515703B1469570.527717496.1243.5335Fc1.20706.50.0N.A.4B1469592.728N.A.Readings taken @ 0'-0" AFG2020717349.23HorizontalCalcPts_1 SecondaryIlluminanceFc0.3043.515701.80.0N.A.N.A.Readings taken @ 0'-0" AFG2020Horizontal5B1469593.026717343.74843.531070CalcPts_Vertical PrimaryIlluminanceFc3.647.21.562.434.80Vertical readings taken @ 6'-6" AFG20N.A.Vert-PerpCCWCalcPts_Vertical SecondaryBFXLED300SFB33_D10SINGLE1.000FXLED300SFB33/D10 + HFX300-14 Hood - Nema 3x3IlluminanceFc1.081.41.01.081.40Vertical readings taken @ 6'-6" AFG20N.A.Vert-PerpCCW6B1469593.038717346.48443.534570Total Quantity: 6FXLED300SFB33_D10BULL3HFX300-14