HomeMy WebLinkAboutPacket, DRC PLANNER 1/10/2022AGENDA
DEVELOPMENT REVIEW
COMMITTEE
DEVELOPMENT SERVICES DEPARTMENT
225 FIFTH STREET
Conference Room 616/ MS Teams
Staff Review., Tuesday, January 25, 2022 A'00-9,•30 a.m.
1. Site Plan Review 811-22-000005-TYP2811-21-000179-PROJ Dan Weber
Assessor's Map: 17-0326-24 TL: 2700
Address: 1866 5" Street
Existing Use: residential
Applicant submitted plans to construct 20 dwelling units divided among three buildings.
Planner: Melissa Carifio
Meeting: Tuesday, January 25, 2022 9:00 — 9:30 virtual meeting via Microsoft Teams
The Complete DRC Packet for this meeting is available online for you to review or print out
from the laserfiche website: htto://www.si)ringfield-or.gov/weblink8/browse.asi)x
JI
VICINITY MAP
811-22-000005-TYP2 Site Plan Review
17-03-26-24 TL 2700
1866 5" Street
Dan Weber
engage:ARCHITECTURE
132 E. BROADWAY, SUITE 415
E u g e n e, O R 9 7 4 0 1
5 4 1. 3 7 5. 0 3 4 3
drs@engagearchitecture.com
January 4, 2022
SITE PLAN REVIEW SUBMITTAL
WEBER APARTMENTS
1866 51' Street, Springfield, OR 97477
MAP 17-03-26-24, TL 2700
contents
Site Plan Review Pre -Submittal Application
1-8
8 W x 11° Site Plan
9
Narrative and Code Compliance Analysis
10-22
Storm Drainage Report
23-52
Soils Report and Water Infiltration Evaluation
53-63
Site Photomehlcs Study
64-75
Property Deed
76-77
Property Title Report
78-87
project team
Owner:
Dan Weber
Architect:
engage:ARCHITECTURE
Civil Engineering:
ASG Engineering
Landscape Architect:
Dougherty Landscape Architects
Surveyor:
Robert's Surveying
Soils Engineer:
Geomax
Structural Engineer:
Pioneer Engineering
Contractor:
Mail! Construction
City of Springfield
Development & Public Works
225 Fifth Street
Springfield, OR 97477
Site Plan Review
SPRINGFIELD
W 0#/
Revised 1/7/14 Id 1 of 8
111-
Site Plan Review Pre -Submittal: ElMa'or Site Plan Modification Pre -Submittal, ❑
Site Plan Review Submittal: Q Ma'or Site Plan Modification Submittal: ❑
Required Project Information (Applicant. complete this section)
Applicant Name: Dan Weber Phone: 541.302.9076
Company:
Email:
Address: P.O. Box 23408, Eugene, OR 97401
dweber@webertacobells.com
Applicant's REP.: David Schmitz
Phone: 541.868.4535
Company: en a e:ARCHITECTURE
Email:
Address: 132 e. Broadway, Suite 415, Eugene, OR 97401
drs@angagearchitecture.com
Property Owner: Dan Weber
I Phone: 541.302.9076
Company:
Email:
Address: P.O. Box 23408, Eugene, OR 97401
dweber@webertacobells.com
ASSESSOR'S MAP NO: 17-03-26-24
TAX LOT NOS :
2700
Property Address: 1866 5th Street, Springfield, OR 97477
Size of Property: 0.67 Acres x❑ Square Feet ❑Dwellmno
Proposed No. of
Unmft per acrem 30
Proposed Name of Project: Weber Apartments
DesCf lPtlOn Of if you are filling in this form by hand, please attach your proposal description to this application.
This project proposes 20 dwellings divided among 3 buildings: Building A 16 units), Building B 112
Pro Osal:
Existing Use: Simile Family Home with attached tiaratie
New Impervious Surface Coverage (Including Bldg. Gross
Floor Area): 22,443 sf
Si natures: Please sign and Drint Mour name and date in the acicirociriate
Required Project Information (City Intake Staff.,
Associated Applications:
box on the next a e.
complete this section)
Signs:
Pre -Sub Case No.:
Date:
Reviewed by:
Case No.:
Date:
Reviewed by:
Application Fee: $
Technical Fee: $
Posta a Fee: $
TOTAL FEES: $
PROJECT NUMBER:
Revised 1/7/14 Id 1 of 8
(D@ SITE PLAN _ no
PWJE Dara
Weber Apartments: Narrative and Code Compliance Analysis
engage:ARCHITECTURE
132 E. BROADWAY, SUITE 415
E u g e n e, O R 9 7 4 0 1
5 4 1. 3 7 5. 0 3 4 3
drs@engagearchitecture.com
January 4, 2022
SITE PLAN REVIEW SUBMITTAL
WEBER APARTMENTS
1866 5'h Street, Springfield, OR 97477
MAP 17-03-26-24, TL 2700
narrative
The site is a relatively flat 0.67 acres with an existing single family home with an attached garage, addressed 1866 5^ Street.
The parcel is zoned High Density Residential (HDR) and designated High Density Residential (HDR) in the O Street
Refinement Plan. This zoning requires a minimum of 28 unitsfacre and allows a maximum of 42 unitsfacre. At 0.67 acres, this
property could have 19-28 total units. This project proposes 20 dwellings divided among 3 buildings: Building A (6 units),
Building B (12 units), and a Duplex (2 units) consisting of the existing house and a new unit above the new garage. Lots to the
south and east are zoned Community Commercial, and lots to the west and north are zoned HDR. Fred Meyer is located
directly across 5^ Street to the east. The property is in the 5 -year TOTZ for the O Street Wellhead, but has no other natural
features to consider.
A Development Issues Meeting was held on August 5, 2021 under 811 -21 -000174 -PRE.
code compliance analysis
3.2-205 Establishment of Residential Zonino Districts
The following residential zoning districts are established where the minimum level of urban services is provided:
D. High Density Residential District (HDR). The HDR District applies within the HDR designation and:
1. Establishes sites for residential development where primarily multifamily dwellings are permitted and the
density range is 28 to 42 dwelling units per net acre. Density fractions will be rounded up to the next whole
number. As specified in Section 3.2-215, Footnote 15, HDR lot area and dimension standards may be
reduced through the subdivision application process in order to meet density standards.
The gross site area Is 29,206 square feet (.67 acres), allowing 18.28 unlfs. This project develops 20 dwelling units.
3.2-210 Schedule of Use Cateaories
The following uses are permitted in the districts as indicated, subject to the provisions, additional restrictions and exceptions
specified in this Code.
Multiple family dwelling including triplexes, 4-plexes, quads, quints, and apartnreni complexes over 4 units in the
HDR Zoning District are a permitied use with a required Site Plan review. This prejectproposes to retain the existing
single family dwelling and add 19 apartments to the site.
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Weber Apartments: Narrative and Code Compliance Analysis
3.2-215 Base Zone Development Standards
The following base zone development standards are established.
(6) Accessory structure exceptions to setback standards:
(a) Stand-alone garages and carports shall meet the street side yard, interior side yard and
rear yard setback standards of the primary structure.
(b) Group C accessory structures are permitted within setbacks as specified in Section 4.7-
105E.
(11) See Section 3.2-225 for residential building height limitations for solar protection. In the SLR
District, solar protection for abutting LDR properties isrequired only for those lots/parcels north
of the proposed development.
(12) Incidental equipment may exceed the height standards.
(13) Height limitations within the Hillside Development Overlay District may be removed provided
the additional height does not exceed 45 feet and thebase residential solar standards are met.
(14) In the MDR and HDR Districts, the building height may be increased to 50 feet as specified in
Subsection 3.2-240D.3.c.
(18) Special building height standards may be established in Nodal Development Overlay or other
special district standards (e.g., Glenwood Plan District), as determined through Refinement
Plan and/or Master Plan processes and/or the permitted building height may be regulated by
number of storiesor floors.
Sea architectural plans Included with this submhtal for adherence to setback and height standards.
3.2-240 Multi -unit Desitin Standards
D. High Density Residential District (HDR).
1. Building Orientation. Multi -unit developments, when abutting a private,local, collector, or arterial street that
has existing or planned on -street parking, shall have the Building Oriented to the street along a minimum of
50 percent of the site's frontage (Sea Figure 3.2-M).
5th Street does not currently have on-streetparking. This standard is not applicable. The existing house and new
units planned along 5th Street will be oriented towards the street.
2. Building Form. New multi -unit construction shall comply with the following building form standards (See
Figure 3.2-N).
a. Structures that have 1 or 2 stories shall not have continuous horizontal distance exceeding 160 feet
(measured from end wall to end wall).
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es enhaoning istrrot
Development Standard
Low Density Residential
Small Lot Residential
Medium Density
High Density
LDR)
(SLR)
Residential (MDR)
Residential
HDR
Interior Yard Setbacks
5feet
5feet
5 feet
5fast
ithout
era Lot Line
Interior Yard Setbacks With
10 feet
10 feet
10 feet
10 feet
Zero
Lot Line
Front Yard Setback: Garages
18 feet measured along the driveway from:
ndCarports (6)
L. The property line fronting the street or the back of the sidewalk, whichever is closest to the
face ofthe garage or carport; or
2. The property line fronting the street or the back of the sidewalk, whichever is closest to the
far wall of the garage or carportwhere the face of the structure is perpendicular to the street.
3. Where a garage or carport faces a panhandle driveway, the 18 feet is measured from the
inner travel edge (pavement or
revel) within the panhandle to the face ofthe structure.
Building Height
30 feet 35 feet 5 feet
35 feet
rx.
X12)(13)
18
(6) Accessory structure exceptions to setback standards:
(a) Stand-alone garages and carports shall meet the street side yard, interior side yard and
rear yard setback standards of the primary structure.
(b) Group C accessory structures are permitted within setbacks as specified in Section 4.7-
105E.
(11) See Section 3.2-225 for residential building height limitations for solar protection. In the SLR
District, solar protection for abutting LDR properties isrequired only for those lots/parcels north
of the proposed development.
(12) Incidental equipment may exceed the height standards.
(13) Height limitations within the Hillside Development Overlay District may be removed provided
the additional height does not exceed 45 feet and thebase residential solar standards are met.
(14) In the MDR and HDR Districts, the building height may be increased to 50 feet as specified in
Subsection 3.2-240D.3.c.
(18) Special building height standards may be established in Nodal Development Overlay or other
special district standards (e.g., Glenwood Plan District), as determined through Refinement
Plan and/or Master Plan processes and/or the permitted building height may be regulated by
number of storiesor floors.
Sea architectural plans Included with this submhtal for adherence to setback and height standards.
3.2-240 Multi -unit Desitin Standards
D. High Density Residential District (HDR).
1. Building Orientation. Multi -unit developments, when abutting a private,local, collector, or arterial street that
has existing or planned on -street parking, shall have the Building Oriented to the street along a minimum of
50 percent of the site's frontage (Sea Figure 3.2-M).
5th Street does not currently have on-streetparking. This standard is not applicable. The existing house and new
units planned along 5th Street will be oriented towards the street.
2. Building Form. New multi -unit construction shall comply with the following building form standards (See
Figure 3.2-N).
a. Structures that have 1 or 2 stories shall not have continuous horizontal distance exceeding 160 feet
(measured from end wall to end wall).
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Weber Apartments: Narrative and Code Compliance Analysis
b. Roofs shall have gable, hip, or gambrel forms (minimum pitch 3 to 12)with at least a 6 -inch overhang;
c. A minimum of 15 percent of the front fagade (area measurement) shall contain windows or doors. All
windows and doors shall provide flinch trim or be recessed (i.e., into the front fagade) to provide
shadowing.
d. Garages attached to living units and accessed from the street (front setback) shall be recessed at least 4
feet behind the front fagade of a dwelling structure; and
e. Exterior building elevations shall incorporate design features including offsets, balconies, projections,
window reveals, or similar elements to preclude large expansions of uninterrupted building surfaces.
Along the vertical face of a structure, the features shall occur at a minimum of every 30 feet, and on each
floor shall contain a minimum of 2 of the following features:
f. Recesses (e.g., deck, patio, courtyard, entrance, window reveals) that have a minimum depth of 3 feet;
g. Extensions (e.g., floor area, deck, patio, entrance) that have a minimum depth of 2 feet and minimum
length W 4 feet; and/or
h. Offsets or breaks in roof elevation W 2 feet or greater in height.
Refer to architectural plans for adherence to these standards.
4. Storage. Multi -unit development shall provide space for trash receptacles, storage and equipment as
specified in the following standards (See Figure 3.2-M):
a. Adequate, accessible and secure storage space shall be provided for each dwelling. A minimum of 112
cubic feet of enclosed storage is required separate from the living unit. Garages and storage units
adjoining a dwelling (e.g., attached to decks and patios) shall qualify as storage space;
As shown on the site plan, each dwelling unit has a storage area.
b. Trash receptacles shall be screened from view by placement of a solid wood fence, masonry wall, or
similar sight -obscuring, gated enclosure, from 5 to 6 feet in height. Obscuring landscaping shall be
planted a minimum 24 inches in height at planting around all exposed sides of the wall or fence, unless
breaks are provided for gates. See also, Section 4.4-110;
The trash and recycling receptacles will be screened by a 5.6 2 sold wall except where broken for access. See
plans for details.
c. No trash receptacles shall be located in any front yard setback, or within 25 feet W property lines abutting
LDR zoned or designated properties; and
The trash enclosure Is not within a front yard setback, and no abutting properties are LDR zonedordes/gnatad.
d. Ground -mounted equipment, including exterior transformers, utility pads, cable television and telephone
boxes and similar utility services, shall be placed underground, where practicable. When placed above
ground, equipment shall be placed to minimize visual impact; or screened with a wall or landscaping.
When walls are used they shall be tall enough to completely screen the equipment at the time of the
equipment installation. Landscaping shall be planted tall enough to attain 50 percent coverage after 2
years and 100 percent coverage within 4 years.
This proposal does notcall for any new ground -mounted equipment
5. Open Space. Multi -unit developments shall provide both Common Open Space and Private Open Space as
specified in the following standards (See Figure 3.2-0):
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a. General. Inclusive of required yards, a minimum of 15 percent of the gross site area shall be designated
and permanently reserved open space. The total required open space is the sum of setbacks, common
open space, and private open space. Inventoried natural features (including regulated wetlands) and/or
historic features on-site may be counted toward up to 50 percent of common open space requirements.
See Chapter 6 for definitions of open space; open space, common; and open space, private.
b. Common Open Space shall be provided in all newly constructed multi -unit development as specified in
the following standards:
i. A minimum of 0.25 square feet of common open space shall be required for each square foot of
gross residential floor area;
ii. Common open space areas provided to comply with this standard shall be at least 500 square feet
with no horizontal dimension less than 15 feet;
H. A maximum of 15 percent of the required common open space can be on slopes greater than 25
percent; and
iv. Multi -unit developments shall designate within common open space a minimum of 250 square feet
of active recreation area (including, but not limited to: children's play areas, play fields, swimming
pools, sports courts) for every 20 units or increment thereof. For example, a 60 unit development
shall provide a minimum area of 750 square feet for active recreation. No horizontal dimension shall
be less than 15 feet.
v. Placement of children's play areas shall not be allowed in any required yard setback or transition
area;
vi. Landscaping and/or natural vegetation shall occupy a minimum of 50 percent of required common
open space. On-site natural resources and historic features which are accessible to residents
(including, but not limited to: by trails, boardwalks) may be used to partially or fully satisfy this
requirements; and
vii. Indoor or covered recreational space (including, but not limited to: swimming pools, sports courts,
weight rooms) shall not exceed 30 percent of the required common open space area.
viii. Exemptions to the common open space standard may be granted for multi -unit developments of up
to 60 units (or for the first 60 units of a larger project) when the developments are within 1/4 mile
(measured walking distance) to a public park; and there is a direct, improved, permanent, public,
Americans with Disabilities Act (ADA) -accessible, lighted, maintained pedestrian trail or sidewalk
between the site and the park. An exemption shall be granted only when the nearby park provides
active recreation area, as defined by Subsection iv., above.
ix. Phasing shall not be used to circumvent common open space standards.
x. Common Open Space does not include required yards or transition areas unless authorized under
Sections 3.2-245 or 3.2- 250.
c. Private Open Space shall be provided in all newly constructed multi -unit developments, to comply with
the following standards:
i. All private open space shall be directly accessible from the dwelling unit through a doorway;
ii. Dwelling units located at or belowfinished grade, or within 5 feet of finished grade, shall provide a
minimum of 96 square feet of private open space, with no dimension less than 6 feet; and
H. Private Open Space provided may be deducted from the required amount of Common Open Space.
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For example, a project with 37,500 square feet of gross floor area requires 9,375 square feet of
Common Open Space under Subsection b.i., above. If 2,400 square feet of Private Open Space is
provided, the minimum Common Open Space requirement may be reduced to 6,975 square feet
(9,375 — 2,300).
The gross site area is 29,206 square feet therefore a minimum of 4,381 square feet (=29,206x 0.15) of open space
nest be provided. The proposal contains 11,050 square feet ofgross residential floor area and 1810 sf of private
open space; therefore at least 953 square feet ("-11,050 x 0.25- 1810) of co n n open space is required. 1000 sf of
common open space is provided, including a 250 sf active recreation area. Please refer to project data on the site
plan for more specific tabulations of open space provided.
6. Landscaping, Fences and Walls. Multi -unit developments shall provide landscaping as specified in Section
4.4-105 and the following standards (See Figure 3.20):
a. A minimum of 15 percent of the site shall be landscaped with a mix of vegetative ground cover,
shrubbery and trees. Trees, a minimum 2 inches (dbh) in caliper, and shrubbery, a minimum of 24 inches
in height, shall be planted. Bark mulch, rocks and similar non- plant material may be used to compliment
the cover requirement, but shall not be considered a sole substitute for the vegetative ground cover
requirement;
b. Street trees, a minimum 2 inches (dbh) caliper, shall be placed within the planter strips between the curb
and the sidewalk. Street trees shall be planted 1 per every 30 linear feet (minimum) of street frontage, as
specified in Section 4.2-140;
c. Fences in front yards and along any frontage used to comply with the building orientation standard shall
be limited to 3 feet in height. Fences in other yards shall comply with the fence standards specified in
Section 4.4-115, and the vision clearance standards specified in Section 4.2-130;
d. The use of native and/or draught -tolerant landscaping is encouraged. All landscaping shall be irrigated
with a permanent irrigation system unless a licensed landscape architect submits written verification that
the proposed plant materials do not require irrigation. The property owner shall maintain all landscaping.
Street trees will be planted along 5- Street No fences are specified in this project except the garbage enclosure.
Please refer to the landscaping plan for tree plat ent and tabulation of site landscaping.
7. Pedestrian Circulation. Multi -unit developments with more than 20 units shall provide pedestrian circulation
as specified in the following standards (See Figure 3.2-11):
This project develops only 20 units, so this standard does not apply.
8. Parking. Multi -unit developments shall provide parking design as specified in the following standards:
a. Parking lots shall be placed to the side or rear of buildings as specified in the Building Orientation
Standards. Parking shall not be placed along that portion of the street where building frontages are used
to comply with the building orientation standard;
The parking lot has been placed In the center of the development behind the street -facing buildings. Lot design
is in conformance with this section, 4.6115 and 16.120. For mrgDutation ofparking spare require ts, 4.6125,
refer to project data on the site plan.
b. Lighting shall be provided for safety purposes, and focused/shielded to avoid glare on adjacent
properties or dwellings as specified in Section 4.5-100;
Lighting shall be provided In accordance with Section 4.5100. Please refer to the paving, lighting and shfping
plan for detailed Information.
c. There shall be 1 planter island for every 8 parking spaces. Planter islands shall be a minimum of 6 feet
January 4, 2022 engage:ARCHITECTURE 14
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wide, exclusive of the curb, the full length of a parking space containing 1 shade tree (a minimum 2
inches (dbh) in caliper at planting) and vegetative ground cover. Trees shall be specimens capable of
attaining 35 feet or more in height at maturity and shall not produce excessive fruit, nuts, or sap (i.e., die
to pest damage). Bark mulch is not an acceptable substitute for vegetative ground cover in the planter
island. Water quality features may be incorporated into planter islands. Landscape areas shall be evenly
distributed throughout the perimeter of interior parking areas, where practicable. See Section 4.4-105F.
for recommended shade trees;
Four planter islands have been provided for the total of 20 parking stalls on site. Islands have been placed at the
edges of the parking lot to minimize pedestrian vehicle conflicts (3.2-245 Multi -unit Design Standards — Alternative
Design Discretionary Criteria H.S.) and shaped to delineate the entrance/exit of the lot (3.2-245.1.4). Please refer to the
site plan and landscaping plan for details on adherence M these standards.
d. A minimum 6 -foot wide planter area shall separate and visually screen parking from living area windows.
The planter area shall include a mix of ground cover, shrubbery, and trees with appropriate growth habit
(i.e., for narrow planters and any height limitations including balconies, overhangs, and eaves).
Shrubbery in this planter area shall be at least 24 inches in height at the time of planting, and trees a
minimum of 2 inches (dbh) in caliper at the time of planting. See Section 4.4-110;
Please see site plan and landscaping plan for adherence to this standard.
e. Parking lots shall be connected to all building entrances by means of internal sidewalks;
Please see site plan for adherence to this standard.
I. All parking stalls fronting a sidewalk, or landscaped area shall be provided with a secure wheel bumper
not less than 6 inches in height and set back from the front a minimum of 2 feet to allow forvehicle
encroachment. Wheel bumpers, if used, shall be a minimum of 6 feet in length. As an option, the
sidewalk or planter may be widened 2 feet beyond the minimum dimension required to allowfor vehicle
encroachment. The sidewalks and planters shall be protected by a curb not less than 6 inches in height.
See also, Section 4.6-121x;
19 parking stalls in this project front a sidewalk and have been provided with 6' wheel bumpers. The sidewalk
along the parking edge has been widened Via allow for vehicle encroachment of 1. Please refer to site plan for
details.
g. On corner lots/parcels, parking areas shall not be located within 30 feet of an intersection, as measured
from the center of the curb return to the edge of the parking area (curb orwheel stop);
The site is not on a comer lot so this standard does not apply.
h. All parking, maneuvering and loading areas abutting a property line or right-of-way shall provide
perimeter lotiparcel landscaping. A minimum 5 -foot wide planting strip shall be planted with shade trees,
a minimum 2 inches (dbh) in caliper, and a low level (e.g., 30 to 40 inches) evergreen hedge. See also
Section 4.4-105;
Please see site plan and landscaping plan for adherence to this standard.
i. Deconativewalls may be used in place of the hedge in Subsection h., above, and shall be placed no
closer than 4 feet from the property line. The decorative wall shall be a minimum of 30 inches in height
and no more than 40 inches in height, and shall complywith the vision clearance standards specified in
Section 4.2-130. Decorative walls shall be constructed of textured concrete masonry (CMU) or similar
quality material, and include a cap. The wall may be partially see-through (up to 40 percent) as
appropriate for security purposes. The area between the wall and property line shall be landscaped with
shade trees;
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Decorative walls are not planned for this project
j. Parking area landscaping shall be designed to reduce storm water runoff (e.g., through infiltration sxales
and other measures), as practicable; and
Please see sbo m wathrplan for adherence to this standard.
k. Bicycle parking shall be provided as specified in Section 4.6-140-155 and may be incorporated into the
landscaping design.
Long- and short-term bicycle parking has been provided in accordance with Section 4.6-140-155. Please see site
plan for calculations, design and location of bicycle parking.
9. Vehicular Circulation. Multi -unit developments shall provide vehicular circulation as specified in the following
standards (See Figure 3.2-11):
a. The on-site driveway (or private street) system shall connect with public streets abutting the site;
b. Shared driveways shall be provided whenever practicable to minimize cross turning movements on
adjacent streets. On-site driveways and private streets shall be stubbed to abutting MDR/HDR
properties, at locations determined during Site Plan Review process to facilitate development of shared
driveways; and
c. Parking areas shall be accessed from alleys when properties abut an alley, or an alley can reasonably
be extended to serve the development.
A shared driveway is proposed at the access easement at the north edge of the property to provide vehicular
circulation from 5"' Street to parking for all units and access to adjacent properties. The existing driveway in that
location shall be replaced with conrr ercial driveway approaches and paved. The 12' driveway and approach to the
south will be demolished. The driveway shall be constructed in accordance with 2019 Oregon Fire Code, 4.2-120 Site
Access and Driveways, Figure 3.2-R, Tables 4.2-2 through 4.2-5, the City's Engineering Design Standards and
Procedures Manual, and the Development & Public Works Standard Construction Specifications.
3.2-225 Drinkino Water Protection Overlay District Review
A. ADM Overlay District Development Application is required when the criteria of both Subsections A.1. and 2.,
below are met:
1. A site is affected by one of the following:
a. There is a change of land use, occupancy or tenancy of a property, including, but not limited to: a
change from vacant to occupied; or
b. During the Building Permit process; or
c. In conjunction with any development application, including, but not limited to: Site Plan review and
Minimum Development Standards.
2. The action in Subsection a.1., above will:
a. Affect the storage, use, and/or production of hazardous or other materials that pose a risk to
groundwater; or
b. Increase the quantity of hazardous or other materials that pose a risk to groundwater that are stored,
used and/or produced.
The property is in the 5 -year TOTZ for the Q Street Wellhead. The criteria of subsection 2 is not met, so no DWP
Overlay District DeveloprnentApplicaton is required.
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4.2-120 Site Access and Driveways
C. Driveways shall be designed to allow safe and efficient vehicular ingress and egress as specified in Tables 4.2-2
through 4.2-5 and the City's Engineering Design Standards and Procedures Manual and the Development &
Public Works Standard Construction Specifications.
Table 4.2-2
Driveway Design Specifications
1 -Way
Driveway
Width
2 -Way
Driveway
Width
Transition
Width
Driveway
Throat Depth
Land
Use
Min./Max.
Min./Max.
Min./Max.
Minimum (3)
Single -Family and Duplexes (3) (4)
12'/16'
12'/24'(1)
3'/3'
N.A.
Multifamily Residential
Multifamily Residential
24'136(1)
51/8'
18'(2)
Commercial/Public Land (4) (5)
12'/18'
24'136(1)
87N.A.
18'(2)
Industrial (6)
12'/18'
24'136(1)
87N.A.
18'(2)
(1) Drivewaywidths and throat depths may be varied if no other reasonable alternative exists to
accommodate on-site development needs and traffic safety is not impaired.
(2) Measured from the face of curb to the first stall.
(3) A driveway serving a single-family or duplex dwelling must be paved from the edge of
existing street pavement to the property line and for a distance of at least 18 feet from the
property line into the property when abutting a paved street; these driveways maybe gravel
surfaced for the remainder of their length. A residential driveway abutting an unimproved
gravel street may have a gravel surface until the abutting street is paved. Permeable
pavement is allowed on a residential driveway consistentwith standards in the City's
Engineering Design Standards and Procedures Manual.
(4) Off-street vehicle parking is restricted to approved driveways and parking lots, and is not
otherwise allowed between the street and primary building, consistent with Springfield
Municipal Code Section 5.1102(11).
(5) Driveways for commercial uses must be paved for their entire length.
(6) Driveways for industrial uses must be paved at least up to any employee or customer
parking areas.
Table 4.2-3
Curb Return Driveway Design Specifications
Driveway Width (I)
Radius of Curb (2)
Driveway
Throat Depth
Land
Use
Min.
Max.
Min.
Max.
Minimum (3)
Single -Family and Duplexes
N.A.
N.A.
N.A.
N.A
N.A.
Multifamily Residential
24 feet
30 feet
10 feet
20 feet
60 feet
Commercial/Public Land
24 feet
35 feet
15 feet
35 feet
60 feet
Industrial
24 feet
35 feet
15 feet
35 feet
60 feet
(1) Wider driveways maybe permitted to accommodate traffic demands and/or to improve traffic
safety.
January 4, 2022 engage:ARCHITECTURE 17
Weber Apartments: Narrative and Code Compliance Analysis
(2) Greater curb redii may be permitted where high volumes of large trucks are anticipated.
(3) Measured from the face of the curb to the first stall or aisle.
Table 4.2-4
Minimum Separations Between a Driveway and the Nearest
Intersection Curb Return on the Same Side of the Street (1)
Land Use
Street
Type
Arterial
Collector
Local
Single -Family Residential
and Duplexes
200 feet
50 feet
30 feet
Multifamily Residential
200 feet
100 feet
75 feet
Commercial/Public Land
200 feet
100 feet
75 feet
Industrial
200 feet
200 feet
150 feet
(1) Each category of street is considered separately. Distances may be reduced in the following
circumstances:
(a) Access is from a one-way street.
(b) The driveway is marked for "right -in -right -out only."
(c) The driveway is marked "exit only" and is designed to prevent left turns.
(d) In cases where an existing lot/parcel and/or use make compliance with these
specifications unreasonable, a new driveway or an existing driveway required to be
relocated by this Code shall be placed at the furthest point from the intersection curb return,
considering both safety and internal circulation requirements of the development.
Per Table 4.2.3, the driveway should be 24-30' wide. Footnote (1) states that driveway widths and throat depths may
be varied ff no other reasonable altemadve exists to accommodate on-site development needs and traffic safety is
not impaired. A 22 -foot driveway is proposed for this project, which would allow (2) 11' travel lanes, would create a
small buffer at the north property line for utilities, and provide mom for safe pedestrian circulation along the
driveway and entrance to the parking area.
4.3-105 Sanitary Sewers
A. Sanitary sewers shall be installed to serve each new development within the city limits and to connect
developments to existing mains. Installation of sanitary sewers shall provide sufficient access for maintenance
activities and shall comply with the provisions of this Code, with the Public Works Standard Construction
Specifications, the City's Engineering Design Standards and Procedures Manual, the Springfield Municipal Code,
1997 and Department of Environmental Quality (DEQ) regulations.
B. The City Engineer shall approve all sanitary sewer plans and proposed systems prior to development approval.
C. Proposed sewer systems shall include design consideration of additional development within the area as
projected by the Metro Plan.
D. Proposed developments shall provide dedication and improvements indicated in an adopted Capital
Improvements Program or Public Facilities Plan. The developer shall pay a proportional share of the cost
according to adopted City Council policy.
The 8" sewer line at the north end of the property will be extended to the west to the edge of the planned pavement
and used for sewer service to the proposed apartments. See utility plan for more information.
4.3-110 Stormwater Manaaement
A. Stormwater Management Regulations. By implementing the policies set forth in the currently approved Stormwater
Management Plan, provide for the effective management of stormwater and drainage from the City into the
groundwater and watercourses within the City and its urbanizing area; minimize demand on the City's stormwater
management system, and alleviate future costs of treating the discharge; promote water quality; preserve
groundwater and the vegetation and rivers it supports; reduce peak storm flows; minimize public and private losses
January 4, 2022 engage:ARCHITECTURE 18
Weber Apartments: Narrative and Code Compliance Analysis
due to flood conditions; and minimize stormwater discharge impacts on water quality and quantityand stream flow
patterns, including peak and base flows in intermittent and perennial streams, within the McKenzie River and
Willamette Riverwatersheds.
B. The Approval Authority shall grant development approval only where adequate public and/or private stormwater
management systems provisions have been made as determined by the Public Warks Director, consistent with the
policies set forth in the Stormwater Management Plan and the Engineering Design Standardsand Procedures
Manual. The stormwater management system shall be separated from any sanitarysewer system. Surface water
drainage patterns shall be addressed on every Preliminary Site Plan, or Tentative Partitionor Subdivision Plan.
C. A stormwater management system shall accommodate potential run-off from its entire upstream drainagearea,
whether inside or outside of the development. The Public Works Director shall determine the necessary size of the
facility, based on adopted Public Facility Plans and Stormwater Facility Master Plans. The developer shall pay a
proportional share of the cost according to adopted City Council policy.
D. Run-off from a development shall be directed to an approved stormwater management system with sufficient capacity
to accept the discharge. Where the Public Works Director determines that the additional run- off resulting from the
development will overload an existing stormwater management system, the Approval Authority shall withhold
Development Approval until provisions, consistent with the Engineering Design Standardsand Procedures Manual,
have been made to correct or mitigate this condition.
E. Any development with a stormwater threshold management requirement of 1,000 square feet of impervious surface
area shall be required to employ stormwater management practices consistent with the Springfield Engineering
Design Standards and Procedures Manual, which minimize the amount and rate of surface water run-off into
receiving streams. The following stormwater management practices may be required inorder to relieve demand on
the City's piped drainage system, alleviate future costs of treating the piped discharge, promote water quality,
preserve groundwater and the vegetation and rivers it supports, and reduce peak storm flows:
1. Temporary ponding of water;
2. Permanent storage basins;
3. Minimizing impervious surfaces;
4. Emphasizing natural water percolation and natural drainageways;
5. Preventing water flowing from the street in an uncontrolled fashion;
6. Stabilizing natural drainageways as necessary below drainage and culvert discharge points for a distance
sufficient to convey the discharge without channel erosion, as permitted/allowed by City, State and Federal
regulations;
7. On-site filtration or skimming of run-off, that will enter natural drainageways to maintain waterquality;
8. On-site constructed wetlands; and
9. The riparian area boundary, as specified in Subsection 4.3-115A., may be utilized to meet City on-site
stormwater management requirements for flood control and water quality treatment provided thedesign is
complementary to and supportive of the primary objective of a properly functioning riparian habitat condition.
Where the riparian boundary is not of sufficient size to meet these on-site requirements, the additional area
needed shall be located contiguous to the riparian boundary to form a consolidated stormwater feature for
operational and maintenance efficiencies and that is designed to be compatible with and complementary to the
riparian area boundary.
Parking lot and new dwelling rooftop storm water shall be cleaned and managed on site. See the civil engineering
plans provided with this application.
4.4-110 Screening
A. Unless otherwise specified in this Code, screening shall be required.
January 4, 2022 engage:ARCHITECTURE 19
Weber Apartments: Narrative and Code Compliance Analysis
1. Where commercial and industrial districts abut residential districts and no approved screening exists;
2. For outdoor mechanical devices and minor and major public facilities;
3. For outdoor storage yards and areas in non-residential districts abutting residential districts along their common
property line;
4. For trash receptacles;
5. For automobile wrecking and salvage yards; and
6. For multifamily developments.
B. Screening shall be vegetative, earthen and/or structural and be designed to minimize visual and audibleincompatible
uses from adjacent properties. Unless specified elsewhere in this Subsection, screening shall be continuous to at
least 6 feet above ground level. The following standards shall apply:
1. Vegetative Screening. Evergreen shrubs shall be planted to form a continuous hedge. When immediate
screening is necessary, a sight -obscuring fence shall be installed in place of, or in conjunctiomith the shrubs.
The 6 -foot height standard specified in Subsection B., above shall occur within 4 years of planting.
EXCEPTION: For multifamily development, the vegetative screening standard specified in Section 3.2-240D.8.d. apply.
2. Earthen Screening. Earthen berms may be used to screen either visual or noise impacts. A berm shall be
combined with evergreen plantings or a fence to form an attractive sight and noise buffer. The maximum
height of a berm shall be 6 feet along local streets and 8 feet along collector and arterial streets or railroad
rights-of-way, unless an acoustical engineer determines a lower or higher height can be utilized. Height shall
be measured from the base of the berm to the top of the berm and does not include additional fences or
landscaping. The exterior face of the berm shall be constructed as an earthen slope. The interior face of the
berm may be constructed as an earthen slope or retained by means of swell, terrace or other means
acceptable to the Building Official. The maximum slope shall be 1:3. The crest area shall be a minimum of 4
feet wide. The slopes shall be protected by trees, shrubs andgroundcover to prevent erosion. Berms shall be
irrigated as specified in Section 4.4-100. No part of a berm shall encroach into an easement. The toe of a
berm over 3 feet in height shall be set back at least 5 feet from any property line, unlesswhen abutting public
right-of-way. Berms shall not interfere withthe drainage patterns of the property.
3. Structural Screening. A fence or masonry wall shall be constructed to provide a uniform sight -obscuring
screen.
EXCEPTIONS:
a. No screen shall exceed 4 feet in residential district front yard setbacks, and all screeningshall complywith
vision clearance requirements of Section 4.2-130.
b. Wherever a required screen in the form of a fence is adjacent to a residential or commercial district or an
arterial or collector street, it shall be non-metallic and of a subtle colorto blend with surrounding vegetation. A
slatted chain-link fence may be approved by the Director.
c. Any refuse container or disposal areawhich would otherwise be visible from a public street, customer or
resident parking area, any public facility, adjacent property, or any residentialarea, shall be screened from
view as specified in Subsections 1. and 3., above. All refuse materials shall be contained within the
screened area. See also Section 3.2-240D.3.b. for multifamily design standards. This standard does not
apply to single and 2 -family dwellings.
d. When abutting a street, outdoor storage areas and yards shall be provided with a 5-footplanting strip as
specified in Section 4.4-100.
Screening on the south lot line where HDR abuts Community Connnercial and also between living area windows and
parking shall be screened with vegetation. See landscaping plan for more information.
4.7-105 Accessory Structures
January 4, 2022 engage:ARCHITECTURE 20
Weber Apartments: Narrative and Code Compliance Analysis
A. Accessory Structure Groups. Accessory structures are divided into 3 groups based on their characteristics.
Accessory structures may be attached or separate from primary structures.
1. Group A. This group includes buildings and covered structures for example, garages, bedrooms or living
rooms, including bathrooms that are not an accessory dwelling unit as defined in Section 5.5-100, art
studios, gazebos, carports, greenhouses, storage buildings, boathouses, covered decks and recreational
structures. Agricultural structures as defined in this Code are deemed Group A accessory structures if
located on lots/parcels less than 2 acres in size.
2. Group B (Architectural Extensions). This group includes uncovered, generally horizontal structures for
example, decks, stairways, in ground or above ground swimming pools, tennis courts, and hot tubs.
3. Group C&cidental Equipment). This group includes generally vertical structures for example, flag -poles,
trellises and other garden structures, play structures, radio antennas, satellite receiving dishesand
lampposts. This group also includes rooftop solar collectors. Fences are addressed in Section 4.4 115.
B. General Standards.
1. Accessory structures may be located anywhere on a site if they are not in a required building setback.
EXCEPTION: Accessory structures may be permitted in a required building setback as specified
inSubsections C., D. and E., below.
2. Accessory structures shall be constructed in conjunction with or after construction of the primary
structure; they shall not be built in advance of the primary structure.
C. Group A Standards.
1. Lot/Parcel Coverage. The combined square footage of all Group A accessory structures and the
primary structure may not exceed the lot/parcel coverage standards specified in Section 3.2-215.
2. Relationship to Primary Structure. A Group A structure may not have more square footage thanthe
primary structure.
3. Height. Group A accessory structures may be as high as the primary structure, provided that the
solar access provisions of this Code are met.
4. Location. Group A accessory structures shall meet the setbacks specified in Section 3.2-215.
5. Agriculture) structures as defined in this Code shall be exempt from Subsections B.2. and C. 1.
through 3., above if located on lotsiparcels 2 acres or larger or on land with a valid farm deferral tax
classification from the Oregon State Department of Revenue.
D. Group B Standards.
1. Accessory structures, not including attached rails, benches and planter boxes, which are lessthan
2 -Meet in height (average finished grade) are allowed in required building setbacks.
2. Accessory structures, not including attached rails, benches and planter boxes, which are between2-
%feet and 6 feet in height (average finished grade) are not allowed in required front yard building
setbacks. They are allowed in required side and rear building setbacks, but not within 3 feet of a
property line.
3. Accessory structures, which are over 6 feet in height, (average finished grade) are not allowed in
any required building setbacks.
4. Swimming pools, tennis courts, and other accessory structures, which require fences shall not be
January 4, 2022 engage:ARCHITECTURE 21
Weber Apartments: Narrative and Code Compliance Analysis
located within the front yard setback.
E. Group C Standards. Group C accessory structures are only allowed in required building setbacks if they
are no more than 2 feet in width or diameter, and no taller than 8 feet.
EXCEPTION: Flagpoles may be located outside of required setbacks or easements with a maximum height of 30
feet.
Any and all accessory structures within this proposal shall conform to Section 4.7.105.
Fire Code Compliance
2018 Oregon Fire Code — Appendix D
96'
YAV"qR svJ
26' M
W DMMETER MKOOTY MINIWMQEAP M
MU -SAC AROUNDARM
HMR
18' R
tom>�
WR sm1
M. 1b
M'
ACCEMMLEALTERNATNE
MHAMMERHEAD TDIZe'HAMMEHHEAD
For SI: 1 foot = 304.8 mm.
FIGURE D103.1 DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND
Notes from Fire Marshal
1. Fire access roads shall be capable of supporting and imposed load of fire apparatus weighing at least 80,000 pounds. SFC
D102.1 and Springfield Fire Code Amendments
2. "NO PARKING -FIRE LANE" signage shall be posted on both sides of the road leading to shared driveway. SFC D103.6
3. Fire Hydrants shall be placed such that all portions of proposed buildings are within 400 feet of such hydrants, as measured
by an approved route around the exterior of the building. Buildings provided with fire sprinklers may be 600 feet from such
hydrants. SFC 507.5.1
January 4, 2022 engage:ARCHITECTURE 22
Statistics
}
1.9 fc
J.4 fc
0.0 fc
N/A
N/A
Building B
}
2.6 fc
J.J fc
0.1 fc
Description
Sy.b.1
Avg
Max
Min
Max/Min
Avg/Min
N/A
N/A
Duplex Unit
}
0.0 fc
0.0 fc
0.0 fc
N/A
N/A
Existing House
}
1.8 fc
J.1 fc
0.0 fc
N/A
N/A
Parking
}
2.8 fc
J.3 fc
0.9 fc
8.1:1
3.1:1
5th Street Apartments
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1866 5th St.
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Scale
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Drawing No.
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Summary
t
64
Building A
}
1.9 fc
J.4 fc
0.0 fc
N/A
N/A
Building B
}
2.6 fc
J.J fc
0.1 fc
JJ.0:1
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}
1.9 fc
4.6 fc
0.0 fc
N/A
N/A
Duplex Unit
}
0.0 fc
0.0 fc
0.0 fc
N/A
N/A
Existing House
}
1.8 fc
J.1 fc
0.0 fc
N/A
N/A
Parking
}
2.8 fc
J.3 fc
0.9 fc
8.1:1
3.1:1
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67
One Gthonia Way • Conyers, Geer, a W2 • Phone: 1$ 71 SEfN 93I13j • www.fthonia mm
PE
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67
One Gthonia Way • Conyers, Geer, a W2 • Phone: 1$ 71 SEfN 93I13j • www.fthonia mm
PE
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One Gthonia Way • Conyers, Geer, a W2 • Phone: 1$ 71 SEfN 93I13j • www.fthonia mm
PE
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67
One Gthonia Way • Conyers, Geer, a W2 • Phone: 1$ 71 SEfN 93I13j • www.fthonia mm
CX11221A—WB—m Lgntlny lnc Al rlgnle rererved.
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114
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67
One Gthonia Way • Conyers, Geer, a W2 • Phone: 1$ 71 SEfN 93I13j • www.fthonia mm
CX11221A—WB—m Lgntlny lnc Al rlgnle rererved.
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111(1111)1
1181111
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67
One Gthonia Way • Conyers, Geer, a W2 • Phone: 1$ 71 SEfN 93I13j • www.fthonia mm
CX11221A—WB—m Lgntlny lnc Al rlgnle rererved.
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One Gthonia Way • Conyers, Geer, a W2 • Phone: 1$ 71 SEfN 93I13j • www.fthonia mm
CX11221A—WB—m Lgntlny lnc Al rlgnle rererved.
COMMERCIAL OUTDWR
Performance Data
Lumen Ambient Temperature (LAT) Multipliers
Us di taoew. d.emiin.,.Yw. 6m.ro1 ke, uer deteiem teddiewe.e,
Lom(ddd 1Q21W9
Projected LED Lumen Maintenance
Wm nhremrtHercaPohtN P.d.mame Pnei.... f—he Plallomv mtN Ina
shi �nYinl, kneed 1110i0.tl Foca of IED tody RetN Per I ESNA LNi and
Wjwted p,lESNA TM -21.11).
To.1-11. L, wtlrelumen mamt.narce haorlFrtmrrey 1 m the deeded ohni
ofoP.any Fwd b.bw. Fodothe, In— mamt=ralu.y eonmahaory
1.
ss0 o
Sop3o n52
mAo 085
R
30
530
5d
E45
3m
@6
310
033
3]]
0.19
-
0.10
t4dm
Amrmi
a me NwrN¢il MMI
11,P
Pindep,
10
Slate
m9Rm3 Opva Tine
Tine
Time
PIPVPIPN
3013]9,1
ol
01
30
10%
10
Projected LED Lumen Maintenance
Wm nhremrtHercaPohtN P.d.mame Pnei.... f—he Plallomv mtN Ina
shi �nYinl, kneed 1110i0.tl Foca of IED tody RetN Per I ESNA LNi and
Wjwted p,lESNA TM -21.11).
To.1-11. L, wtlrelumen mamt.narce haorlFrtmrrey 1 m the deeded ohni
ofoP.any Fwd b.bw. Fodothe, In— mamt=ralu.y eonmahaory
1.
ss0 o
Sop3o n52
mAo 085
Electrical Load
MMM'1.
R
30
530
5d
E45
3m
@6
310
033
3]]
0.19
-
0.10
t4dm
Amrmi
a me NwrN¢il MMI
11,P
Pindep,
10
Slate
m9Rm3 Opva Tine
Tine
Time
PIPVPIPN
3013]9,1
1(N%Wv]d fna61edl IF1 Inem,lien
R
30
10%
10
086
050
O.M
91P1!(3Vv
3V (3]96)
onwho , -1111ed. IFI 5
3x
min
PIPN .V
Odo
eni
IW
OEO
dee w1m m.tmo.mend e. vea ae encu m mwn coma.
Electrical Load
MMM'1.
R
30
530
5d
E45
3m
@6
310
033
3]]
0.19
-
0.10
-
On
0dcerswirN iMelerhnlYN5W50
R
30
1.
10
Os9
031
031
035
0l0
106
(arhwdhkwlMSdndardtw611hd, btudN
hrde9wdawn operation, or,dudoed,wBd rade
R
30
10%
10
086
050
O.M
OM
030
Olt
MUAy(m0ok5A6A
Po
30
12%
Im
IW
OEO
OS]
0.0
037
Ol]
(NNmm dNY��
P5
30
1101
IM
1.16
Ob]
O.W
051
Ob
09
P6
W
12%
he
136
O]A
088
059
047
031
P]
M
1101
I®
153
088
O.M
0&
053
03a
PB
60
IOID
201
134
11%
081
O.M
064
049
W
60
12%
241
301
1.16
III
083
070
051
RO
m
530
106
090
052
OR
OM
033
Ol]
Pniala'0(tia
N4ihe in.
him
RI
R2
Po
Po
]N
tom
131
2W
I.IS
V4
OR
0.93
OM
081
053
026
042
060
032
nK
P13
Po
1250
231
1.93
IAA
OW
OBS
Ob]
049
Nood lue OesalPhn Ni Remanlomroldenle Nodes
05X1 -LED
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Few, UP9f11
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68
Fddg owhleouSutdedarclaleiinni
Nlwsthelumensremhem6rdAkdiraned,
FWdrvire
fvumtinse. w thothrlwedsoplon0w
Iuminalre;wlredmlhedeXeedlmdn,ii i
medvelyRlmmingthellghouqut.
neallM1eO-IDVledk
05
0dcerswirN iMelerhnlYN5W50
lheluminaire'ewood mtxnspwwMe,i,uiB,
Me rhetl Neduers
pe Ywrt
N9u Iwosepsoneywe¢M1eddouns.(wader
n nire¢lMim
al bwd,kr`Anaoperaf
ryjQllxAaa mnre[nRMeecemernx'roe.
RASARRI
MiNAe9pFdmdlee�Ode
(arhwdhkwlMSdndardtw611hd, btudN
hrde9wdawn operation, or,dudoed,wBd rade
]wstbdp ntedkwAasOLL%ik
%nl85belmming l®esonetiver, Pln6&1
d,i`
tatponde0 ludlmmingsignl5.
valnnNmntmlmdesoAas919M
inside luminaires
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Mo0msemaxih NegralpFdw,dl. Who
WrtirartdmwM1en noosapa¢yeskhRM.
MUAy(m0ok5A6A
Also as,dahlewnh PlRH1KW when the sensor
blSrtamtiy;%%Ib15-30 rtarliy
de[aell esudefwdu#todomhoperaYw
Ni P%IN
M19FINAeral'kdludrarebrtr4mmerq
FbtimadaRBentlightsensing wit tenon response
SdelulMdimmiig wRM1 mo[onsenwrocer-deewFen
NigFIHr506A
d19htAlRsenwrson hpmgrammeesd randsered
d
QnmrellydwreMaRmmuNo0m
vdrelmlY,nonentl tothe dL,ht(dYnse.
Yonhe9uM eFg0e(INPoq Floyy
05X1 -LED
'. L/THON/A
Few, UP9f11
,.6d8
68
One Gthonie Way• Conyers,Gw,,a 311112• Phone: 1$ 7(] SEW937B •w•mn.Iith—o—
..11t21A— Bmnd D9hd, Inc Al rl9Fp didi
COMMERCIAL 01
Performance Data
Lumen Output
Wnren va lu..an hom PM,m ,m.npe&m dinawr6rce 6IFSNA mmdaedm ba rapmmletrve dtlw mnfigvalimaeMxn, wiAn Yie ylanmallmwdby Li ne, FeN WMeg 4Mrybr
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31
One Uthonia Way • Conyers, Georgi a W2 • P'mne: 1�70SSEW 93781 • www.feFoniamm
530
%
5Nl
115
M
M
135
MM
14N
1nM
14
1555
15N
150
W(
Ill0
RN
6357
6950
3
6279
bde
R
6M
67R
]e
6]11
V%
99
IM
;99
2
2
1
2
1
1
1
l
2
3
3
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
2
1
2
2
2
2
0
1
1
2
1
2
2
IID
119
IID
116
IA
117
IA
IN
IN
IN
a
e
R
11
6,956
6,919
bed
6,%7
6,96]
6216
6,963
],Nl
]
7R9
7,182
S,TN
d
4N8
2
2
2
2
1
1
1
3
2
3
3
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
2
2
2
2
2
2
0
1
1
2
2
2
2
129
129
129
125
129
126
129
139
IN
IN
IN
79
]9
79
]p3]
7AN
]%
]A4
7A%
6901
73M
]j0
730
],RI
],R3
4X2
d 2
91M
2
2
2
2
1
1
1
3
2
3
3
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
2
2
2
2
2
2
0
1
l
2
2
2
2
130
130
131
127
131
128
131
136
136
135
135
107
M
30
510
%
]pW
115
2
0
2
118
8176
2
0
2
IR
8,99
2
0
2
129
12
RS "a 2 0 2 118 8A77 2 0 2 IR Beg 2 0
2
128
a 2 0 2 118 8323 2 0 2 IR 9,756 2 0
2
129
735
By U21 2 0 2 115 8XI 2 0 2 IB 8,]51 2 0
2
125
63 2 0 2 118 I 2 0 2 IR 9 d 2 0
me
2
129
lYA 2 0 2 115 I
MM 2 0 2 IN 8,818 2 0
2
126
TIM q25] 2 0 2 IIB Bp96 2 0 2 IR 9, 2 0
MV 9A%
2
129
1M q5W 3 0 0 123 v52 3 0 0 132 9,369 3 0
0
134
155 0 3 0 1 IB 9 9 3 0 1 132 M 3 0
1
134
15M 8573 3 0 l IR 9X6 3 0 l 132 MB 3 0
l
134
15W 8517 3 0 l IR 9,175 4 0 l 131 9j91 4 0
l
133
W 6;70 I 0 2 97 ] 3 I 0 2 IM ] 86 I 0
2
IN
WE0 5A38 1 0 l R I 57 1 0 l 78 1 5A6 1 0
l
9
Wo 5338 1 0 l R 5A7 1 0 l 78 5396 1 0
l
9
31
1050
%
low
115
1101
l
0
l
In
1 11561
3
0
3
Ila
R,RI
3
0
3
125
M II 2 0 2 114 12 3 0 3 123 1270 3 0
3
125
RM II,]e 2 0 2 115 I2b13 2 0 2 IN 12,7R 2 0
2
125
735 IIjN 2 0 2 111 12j15 3 0 3 120 123M 3 0
3
121
TIM 11 2 0 2 115 12,5V 2 0 2 123 I ]Q 2 0
2
125
1Q1 IIA26 2 0 3 112 12,3N 2 0 3 121 12,465 2 0
3
122
TIM IIA73 2 0 2 114 1255 2 0 3 123 IZ7M 2 0
3
125
15y5 11,14s 3 0 1 119 1308 3 0 1 118 Iva 3 0
1
131
14 12,150 3 0 1 119 1309 3 0 1 118 I % 3 0
1
IM
15M 12,119 4 0 2 119 13356 4 0 2 128 IV21 4 0
2
131
15W 12M 4 0 3 118 12,e0 4 0 3 127 I;IN 4 0
3
129
W 9 0 1 0 2 M 1010 1 0 2 101 Illas 1 0
2
IN
LM 7,111 1 0 3 70 ]b]1 1 0 3 75 ]]e 1 0
3
%
KM 7,111 1 0 3 70 ]b]1 1 0 3 75 ],]e 1 0
3
%
M
12%
%
I25W
115
13 35
3
0
3
107
Id 3
3
0
3
116
l 57
3
0
3
117
RS 13,121 3 0 3 107 14,158 3 0 3 116 14641 3 0
3
117
RM 1335 2 0 2 IN 1432 3 0 3 116 14716 3 0
3
118
735 13361 3 0 3 105 1404 3 0 3 113 14252 3 0
3
114
TIM 13 ] 2 0 2 IN 14 2 0 2 116 I I 2 0
2
117
1Q1 11165 2 0 3 105 14,182 2 0 3 113 143Q 2 0
3
115
TIM 13A1? 2 0 3 10 I4,IM 2 0 3 116 MAA 2 0
3
117
TM 11M d 0 1 112 15 d 0 1 121 1% d 0
1
122
14 11M 3 0 1 111 15 3 0 1 111 I 71 3 0
1
111
15M 11%3 4 0 2 112 15312 4 0 2 120 ISX3 4 0
2
IR
15W 13972 4 0 3 111 14,M 4 0 3 110 15,133 4 0
3
111
W II 2] 1 0 2 M 11 9 1 0 2 95 I N 1 0
2
%
KM ION 1 0 3 E6 9AW 1 0 3 71 9951 1 0
3
R
8((0 955 1 0 3 9 8,839 1 0 3 ]I 9951 1 0
3
R
31
IMs
PS
13M
115
14 ]9
3
0
3
IN
15 14
3
0
3
115191M
3
0
3
116
M 14 d 3 0 3 IN 15,9] 3 0 3 114 3 0
3
116
RM 14]39 3 0 3 107 15,8]8 3 0 3 115 3 0
3
117
735 14X4 3 0 3 103 15,38 3 0 3 111 3 0
3
113
TIM 14;M 2 0 3 107 15 3 0 3 1153 0
3
116
1Q1 143M 2 0 3 IM 1535 3 0 3 111 3 0
3
In
TIM 1405 2 0 3 IN 15,830 3 0 3 1151 3 0
3
116
1M 15A3 4 0 1 111 16 4 0 1 119 4 0
1
111
155 ISX5 3 0 1 111 16AR 4 0 1 1196 4 0
1
121
15M 155] 4 0 2 111 16935 4 0 2 119 4 0
2
121
15W 15157 4 0 3 110 1 M 4 0 3 1184 4 0
3
IM
W( 12318 1 0 2 87
q99 1 0 2 W3 1 0
2
95
LM 8,%5 1 0 3 65
9,65] 1 0 3 M 1 0
3
71
RN 8,%5 1 0 3 65
9,657 1 0 3 M 1 0
3
]I
DS%1-LED
'. L/THON/A
Rw W9m
gas eF8
69
One Uthonia Way • Conyers, Georgi a W2 • P'mne: 1�70SSEW 93781 • www.feFoniamm
L/GNT/NG.
04111W Hewn ar-146 L,,hl , me. Al r,gh.,e.ered.
COMMER11 OUTDOOR
.. .
Lumen Output
Wman va luar are hom plwmmmir inn parbmwd inemr6rce wilM1 IFSNA IM�Ti�. Data'amrmtlaad m ba ragnmletrve dtlw mMgvalimaeMxn, wilM1'n IM1e ylanmallmwdby Li�liy Fam. Wmaa Yaory br
p.�b,marc.dara oaam rca69�nti�rct4w»nM..
05%1 -LED
'. LIMUMA
RwUP9M
Papa 6 d8
70
IIIO
I6
CX11221A—WB—m D9Ftl, lnc Al rl9hb rerervad.
COMMERCIAL OIITDWR
751
3
0
3
IW19;18
3
0 3
II]
19,]59
3
0
0
3
118
735 3 0 3 IW 18,98 3 0 3 11] 1938 3 0
3
118
3 0 3 10] 19 3 0 3 11] 19 3] 3 0
3
119
19 3 0 3 113 19,7R 3 0
,19 3 0 3 105
7TW
3
115
191)"
,(Ai 3 0 3 IW 18A5 3 0 3 11] 3 0
3
116
99 3 0 3 106 IB 5 3 0 IU711
110 I ]1 3 0
116tl
b]] 3 0 3 IW 3 0 4 11] 3 0
4
118
2IvnUM 0
0 1 113 I9 1
83% IM 0 1 Ill
1 1
Ifl
4 0 2 113 19,816
8390 16 4 2W 4 0
0 2 12] 2UI6
2
Ifl
B 4 0 ] 113 19 ]E6 4 0 ] I20 ] I6 4 0
]
Ifl
5
29 5 19736 5 0 3 IID 19,885 5 0
5 0 3 5
3
in
99
n( 10;99 2 0 2 89 15714 2 0 3 96
1409 2 0
3
1ls,iiIIs1.761
L((0 10;91 I 0 3 E6 II 14 1 0 3 71 11]61 2 0
3
n
R(0 10]81 1 0 3 E6 IIb12 1 0 3 71 11,]61 2 0
3
n
11
tl
1101
ry
18314
TISus
19j27
3
0
3
105
A,]I2
3
0 3
113
269]5
3
0
3
115
RS 19 3 0 3 105 A 3 0 3 113 2 95] 3 0
3
110
5
RM 19,315 3 0 3 105 A,A7 3 0 3 110 2M% 3 0
3
115
]35 la&s 3 0 3 102 A,n1 3 0 3 110 21396 3 0
111
]3M 1938 3 0 3 105 3 0 3 113 21,L53 3 0
3
3
115
2M,746W% 111 2 53 3 0
11M IB 3 0 103 2 96 3 0
112
TIM 1936 3 0 4 105 21714 3 0 4 113 21996 3 0
4
115
1 0 1 118 21;3]
1555 0 1 IN 21$14 1 0
1 1
119
MM0703 4 4
155 A 3 0 2 4
21 1 1 0 2 118 21 1 1 0
2
119
4
1 0 2 10] 21M7 5 0 3 118 21]93 5 0
15M 1 IN
3
119
1m IUM 5 0 3 IW 21306 5 0 3 21756 5 0
n
3
118
93
n( 15,]80 2 0 3 86 16,9* 2 0 3 93 1]31 2 0
3
91
1((0 II]1] 2 0 3 61 12 2 0 3 69 1] 2 0
3
A
] 0 3 69 ] 0
8((0 11,]14 ] 0 3 61914,7%2
3
11
Po
105)
ry
20TH
115
2];91
3
0
3
3
0 3
11]
24535
2pm
3
0
3
119
]b ] 3 0 1 IN 3 0 1 11] ] 3 0
1
118
IN
2]$8] 3 0 3 10]MX7MX7 3 0 3 118 24635 3 0
M
3
119
TVIAIS
]b 21570 3 0 4 106 3 0 4 111 23558 3 0
4
115
]3M 22327 3 0 4 IN 3 0 4 11] 245]5 3 0
4
119
11M 22A38 3 0 4 IN 3 0 4 115 2 1 3 0
4
116
TIM 22313 3 0 4 IN 3 0 4 II] 2'. 3 0
4
119
1555 23;15 5 0 I 113 5 0 I m 25$® 5 0
I
IB
155 23,134 4 0 2 1134 0 2 I22 2 N 4 0
2
IB
15M 233]4 5 0 3 1131 5 0 3 m 25,1W 5 0
3
IB
15W fl31 5 0 4 n26 5 0 4 n1 25332 5 0
4
1a
n[ IB 8 2 0 3 892 0 3 96 2 136 2 0
3
97
L((0 1335 2 0 3 E66 2 0 4 ]1 14M 2 0
4
72
R(0 1335 2 0 3 E6 14,796 2 0 4 71 14M 2 0
4
72
0
12%
P9
NIW
115
25$]5
3
0
3
IN127�n3
1
3
0
2],501
3
0
3
116
us 25 3 0 4 IN 3 0 2] ]1 3 0
4
116
VIA M5 3 0 3 10] 3 0 28014 3 0
3
116
]35 moo 3 0 4 1031 3 0 1 2],130 3 0
4
113
]3M 25 1] 3 0 4 IW 3 0 2] 3 0
4
116
11M 2 1 3 0 4 IM 3 0 I] A 3 0
4
113
TIM 25,602 3 0 4 106 3 0 11,98 3 0
$4119
4
116
1M 266]6 5 0 1 110 5 0 29/W 5 0
1
121
14 2 4 0 2 111 5 0 2 A 5 0
2
121
15M 26.581 5 0 3 110 5 0 29591 5 0
3
IA
15W 26;06 5 0 4 110 5 0 8 298W 5 0
4
IA
n( 20 2 0 3 8] 2 2 0 2% 2 0
3
95([0
15719 2 0 4 65 5 2 0
A((0 15719 2 0 4 65 5 2 0 npH 2 0
4
n
05%1 -LED
'. LIMUMA
RwUP9M
Papa 6 d8
70
One Gthonia Way • Conyers, Georyia W2 • PMne:1$ 7(] SEW 937B) • www.Lth—,mm
CX11221A—WB—m D9Ftl, lnc Al rl9hb rerervad.
COMMERCIAL OIITDWR
Performance Data
Lumen Output
Wman va lua•are hom plw[omNi�inh parbmred inemr6rce wilM1 IFSNA IM�Ti%. Data'amrm4aad m ba ragnmletrve dtlw mMgvelimaeMxn, wi1M1'n IM1e ylanmallmwdby Li�tiy Fam. Wmaa Yaory br
p.�b,marc.dara oaam ro�es,,.Liw�rcLsw,mn...
Po
90
%0
IO6W
115
W-zw
3
0
3
IN
13,950
3
0 3
133
1458
3
0
0
3
133
II
]b 122M 3 0 3 IR 14MI 3 0 3 134 3 0
d
133
114,1&40
RM 122M 3 0 3 III 13 1 3 0 3 130 13 3 0
3
136
]35 1186 d 0 d I 13,754 d 0 d 130 1 d 0
d
131
BM 1;193 d 0 d INN 13,913 d 0 d 132 1410930 d 0
d
136
11M 1979 d 0 d IR 13,945 d 0 d 134 14121 d 0
d
133
1nM 13379 3 0 d III 13315 d 0 d 135 14386 d 0
d
IR
1555 133]] 3 0 1 125 3 0 1 135 14513 3 0
1
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1
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%
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154 13 56 d 0 4 145 13 1 d 0 4 135 I d 0
4
18
1W 13,13] 3 0 3 143 13,153 3 0 3 131 141% 3 0
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61[M 3 0 3 3 11,]99 3 0 3 III II,BW 3 0
3
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73 0 3 A 87
LM ]069 I 0 3 ]3 Mq 0
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1796
RS 1691 d 0 d 1403 d 0 d 149 I]95] d 0
d
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RM 16,758 d 0 d 144 d 0 d 134 d 0
d
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]35 16,75 d 0 d 118 d 0 d m nbN d 0
d
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N
IN
]3M 16,]18 d 0 d 122 d 0 d 132 Ig2]1 d 0
d
133
118 16A2 d 0 d 140] d 0 d 069 17946 d 0
d
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1nM 16,85] d 0 1 123IkI% d 0 1 133 18389 d 0
1
IN
1555 16,96 d 0 1 IN] d 0 1 133 18518 d 0
1
135
155 16,82 d 0 1 IN3 d 0 132 4 d 0
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2 19 4 d 0
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4
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1M 1665 3 0 3 IR6 5 0 3 18,193 5 0
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610 14815 3 0 3 1015 3 0 3 IN 11103 3 0
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1000 9 0 3 744 4 0 3 78 IVR 4 0
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8000 9675 d 0 d 74 10,638 d 0 d d 0
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n
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]35 22563 4 0 4 10] 5 0 5 11] 2454M 5 0
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155 23 d 0 2 113 6187 d 0 2 122 2 06 d 0
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158 BX4 5 0 3 113 6,181 5 0 3 144 259) 5 0
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418 25,861 5 0 5 8,860 5 0 5 121 28)12 5 0
5
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4
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610 21 41 1 0 1 06 2 4 0 4 99 215401011000
15,1]0 2 0 1 16}9 2 0 4 ]I 16.59:::52::::1:::00::::1:::44::::R
7(00 15,150 5 0 5 E6 I6,R1 5 0 5 ]1 16.58
5
R
DW -LED
'. LIMUMA
RwUP9nl
P, 298
71
One Gthonia Way • Conyers, Georyia W2 • PMne:1$ 7(] SEW 937B) • www.Lth-,mm
®IDII-ID21A-1yB-m D9F11ny lnc Al d9Fp rerervad.
COMMERCIAL OIITDWR
FEATURES & SPECIFICATIONS
INTENDED USE
Thesleek designof the D-Seres Size 1 reflectsthe embedded high performance
LED mchri It is ideal for many commercial and monblpal applicatbre, such as
parking lots, plazas, campuses, and street5capes.
CONSTRUCTION
Singlepiecedie-cast aluminum housing has integral heat sink fins to optimize
thermal managementth rough conductive and convective cooling. Modular
design allows for ease of maintenance and future light engine upgrades. The LED
drivers are mounted in direct contact with the casting to promote lox operating
temperature and long life. Housing is completely sealed against moisture and
environmental contaminants (IP65). Low EPA (101 fix) for optimized pole wind
loading.
FINISH
Exterior parts are protected by a zinc -infused Super Durable TGIC thermoset
powder coat finish that provides superior resistance to corrosion and weathering.
A tightly controlled muLii -stage process ensures a minimum 3 mils thickness for
a finish that can withstand extreme climate changes without cracking or peeling.
Available in both to cured and non Textured finishes.
OPTICS
Precision -molded proprietary acrylic lenses are engineered for superior area
lighting distribution, uniformity, and pole spacing. Light engines are available in
standard 3000 K 4000 K and 5000 K p0 CRO configuratbre. The D -Series Size 1
has zero uplight and qualifies as a Nighttime Friendly"" product, meaning it is
consistent with the LEED' and Green Globes" criteria for eliminating wasteful
uplight.
ELECTRICAL
Light engine config uratiom consist of high -efficacy lEDsmounted tometal-
core circuit boards to maximize heat dissipation and promote long IRB (up to
LW100,000 hours at 25°C). Class 1 electronic drivers are designed to have a
power factor X90%, THD <p%, and an expected life of 100,000 hours with <1%
failure rate. Easily serviceable 1 DkV surge protection device meets a minimum
Category C Low operation (per ANSWEEE C62 412) -
STANDARD CONTROLS
The DSX1 LED area luminaire has a number of control options. DSX Size 1,
comes standard with 0-10V dimming drivers. Dusk todawn controls can be
utilized via optional NEMA twist -lock photocell receptacles. Integrated motion
sensors with on board photocells feature flelcladjustable programing and are
suitable for mounting heights se to 30 feet.
nLIGHT AIR CONTROLS
The DSX1 LED area luminaire is also available with might® AIR for the ultimate
in wireless control. This powerful controls platform provides outof-the -box basic
motion sensing and ph onocomml functionality and is suitable for mounting
heights upto40feet. Once commissioned using a smarcphone and the easyAo-
use, CLARITY act, i -Light AIR equipped luminaries can be grouped, resulting
in motion sensor and photocell group response without the need for additional
equipment Scheduled dimming with motion senor over -ride can be achieved
when used with the nLght Eclypse. Additional information about TFIght Air can
de found here.
INSTALLATION
Included mounting block and integral arm facilitate quick and easy installation.
Stainless steel bolts fasten the mounting block securely to poles and walls,
enabling the D -Semis Size 1 to withstand up to a 3 0 G vibration load rating per
ANSI C136.31. The D-5aues Size 1 utilizes the AERIS'" series pole drilling pattern
(template #B). NEMA phomcontml receptacle are also available.
LISTINGS
UL listed to meet U.S. and Canadian standards. UL Listed for wet locations.
Light engines are IP66 rated, luminaire Is IP65 rated. Rated for A minimum
ambient. US Patent No. D672,492 S. International patent pending.
DesigniLghts Consortium® Pi Premium qualified product and DLC qualified
product Not all versiore of th6 product maybe DEC Premium qualified or DEC
qualifiedPleasecheck the DLC Qualified Products List ate,gnlghtsvrq/
QPL to confirm which versions are qualified
-
International DarkSkyAssoci ation (IDA) Fixture Seal of Approval (FSA) is
available for all products on this page utilizing 3001 color temperature only.
BUYAMERICAN
Product with the BAA option is assembled in the USA and meets the Buy
Ameri<a(n7 government procurement requirements under FAR, DEARS and DOT.
Please refer to www.acwrybrandscom/buy-american for additional information.
WARRANTY
Syear limited warranty Complete warranty terms located at:
— ac, i imand scom/su poo Nastomer-suppoWterms- and -conditions
Note: Actual performance may differ as a result of end-user environment and
application.
Al values are design or typical values, measured under laboratory conditioner at
u C.
Specificatiore subject to change without notice.
DSX1-LED
'. L/THON/A
RauW/19/21
B7B
72
One Gthonia Way •Conyers,Greg a 3]1112•Prone: 1$l17OSSERV(73I8)• www.lehoniamm
®ID11t.1A-1y BreneM ugatlny lnc Al rights rerervad.
COMMERCIAL OUTDWR
MM6
Specifications
KA \-•
LED Wall Luminaire
"' (M 0
Length:
4
Shipped installed
9iiMedilntalled
BOM
o,a.
IID'
(blank) Sudaee
Wldeh:
12'
SF
SIn9gIeh4(120,
Di
oxama
4L
moundng
Height:
5'
271 or347V)l
DM
nz]ma
240,
Weight
19.7165
Ne -.e areppdeonly
DF
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Catalog
Nombe,
Nines
Ty,
,rrusn rb,mn nrgn,r ern ru r,n,et,b n,—r,z
cam. Capable Luminaire
This item is an A+ capable luminaire, which has been
designed and tested to provide consistent color
appearance and system -level interoperability.
• Al confgurations of this luminaire meet the Acuity
Brands' specification for chromatic consistency
• This luminaire is A+ Certified when ordered with DTL®
controls marked by a shaded background. DTL DLL
equipped luminaires meet the A+ specification for
luminaire to photocontrol Interoperabilityl
• This luminaire is part of an A+ Certified solution
for ROAM® or XPointTM Wireless control networks,
providing out-of-the-box control compatibility
with simple commissioning, when ordered with drivers
and control options marked by a shaded background'
To learn more about A+,
visit wwwaclitybrands co,
1. See ordering tree for details.
® M[apahleaptimsirdirmd
�..�..._ bytivsmlarWd9wrtl.
• EXAMPLE: KAM LED P3 40K R3 MVOLT DDBXD
KIM LED
KAXWLED Pt IDX 3000K n T,,3P2 40K MOOK R4 Type4
P3 WK 5000K
MVOLi'
Shipped inaluded
Shipped installed
9iiMedilntalled
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IID'
(blank) Sudaee
PER
HFMAtwht ludixeptedi
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MB`
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271 or347V)l
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(mnnolsodead5epaam)s'
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222
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MSXD
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15-Mmounting Might, ambient
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spikes10
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ff
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15-Mmounting Might, ambient
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1 MVOLT driwroperzto on ay ll—hags fmm 1 AccrrV ISLAM Hz,.
2 Vbtc,chble In Ne Pl perfomarce pttbge.
3 Vbtc,—blewith ROAM®. seePBI-PEN]opton.
0 PM[aell orderN ands6ipµdmaseparmellne'nor Lon Pairy 6eM
Certo,. seeA-- irk imatic r.
5 NROAM®mde,ryuirtd, l[ iv[6earderNaM abigred ese vepae4
em fmm Am'r &D, Certo,.
6 spx[fio[M Semen-1,D—,d DP mntrol;rxOu,War Cantml
ai,it i6 Dimmiyddw Ra,ai—.rvatewi,,i iib
PERSar PEP]. Mm[speaFy ID)Var2➢V Requim PERo, rep,aboJ
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8 MutgxilylA, 2Z],o31]Vopton.
9 Mutyresily 20B, 2<O, oiB]VOPton.
10 A6oavi b p,abxcevwy;rxl'ev l,d�,meton.
11 Ry,m,do, s,Mpled M'FML,a,a,ightfir
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'. LIMUMA ore mhoma Way- eoryers, Georyia 30012.Phone 801279.8041 .,..,,,.,.hIh—,c or,
L/GNT/NG. VMl1-2019Acuily Bance Light, lnc. Al rights reery
Accessories
Ortlz.,dantlAPpetlrepmmly
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Page1 of
73
Performance Data
Lumen Output
L—wF en Lon -6IFSNA--d-ed Lo benpereMeLre d 1. mdn—triose ,.0-1 blaarwellwed by
LgMiy Fx6.0 n-thda brprlomerce dM of my w4gnm— not Aam bm.
Lumen Ambient Temperature
(LAT) Multipliers
Uud Yaonm nk ne nletrve Fmmon nbrewngeenblmt
WngieNw ion 650°C 1311AF1.
$bgded nl4lrcl W e xirve dyrcmia tenyereNe remit'.
® Pt Pz Pi
Electrical Load
Projected LED Lumen Maintenance
u000 moon tmpm
Nl.ga �neg �nm
W—k,Wd—din, W IF MTM3141 nWnxnIn,yndwldW nMTC
A .ummn
F,t— mdmwmNYAyMdange -m-
'. L/THGN/A one mbon, a way• Conyers, �oyla W2 -Prone: 8002 9.8041 - n.,,w I,tnonia<om Ivaw-Leo
..11-019A— BremM LI Fdn AIr Fterererved-
ow WP o19
L/GNT/NG. n s s� s a.gez da
74
PI
Projected LED Lumen Maintenance
u000 moon tmpm
Nl.ga �neg �nm
W—k,Wd—din, W IF MTM3141 nWnxnIn,yndwldW nMTC
A .ummn
F,t— mdmwmNYAyMdange -m-
'. L/THGN/A one mbon, a way• Conyers, �oyla W2 -Prone: 8002 9.8041 - n.,,w I,tnonia<om Ivaw-Leo
..11-019A— BremM LI Fdn AIr Fterererved-
ow WP o19
L/GNT/NG. n s s� s a.gez da
74
Toseecomplete ,dtotomebicmeports or download. es flee fwthos product, visit LitAonia Ughtl WOV homepage.
15ofoWwndla plg5 for that. LED 13 . DI54ncsa ara'm units of mounting height 01.
NONE NONE
MEMPERNME
■rrAerag■■
■■01Esria■
E■E..■■■ _
■■■■■■ .
■■■■■■
FEATURES & SPECIFICATIONS
INTENDED USE
Th faawario,, lam ambodimthe holeatle lloffunmarelirywitha a rdinaryeff ywtich
myo,lication efloargpmriding h,hlavalsdIigMlor minimal cmt�acA lybr
build'ng-rountaddoonuryandpalwas IlIwars ionon naarlyanytpadfasoh,
CONSTRUCTION
TM1adleugalum mM1ousin. has meoral heat W
sink fins to tm maog
iattarmal ama
O rom,h cord= endo cooling. TMa modu6rdmlgna11onfor aadm
andfut rat llgttanglna lograda, TheLEDdrlw 411ad l na 5eparae,hr
thermally -late It from the fort e,go- forlow pencadngierperaWre and long lila .The
homing Izo m,lc4ly-a1eJagalnz[molaureand envlmnmental mn4minam511 P65?
FlNGN
tat porpam rperor redbya -infused Super Durably At,ghtly tpowdarmtage
iM1atprwides aper e5iaan aM waatM1aring Atightlyco rolled multictya
pores m3mlktM1ld mp lorafinlSF thea wlth54nd aaramadlmaa
dangys wlihoutuacking orpeeling.Amllzbly in WiF taaured and non taaured finI5M1e5.
OPTICS
Indlvlduallyformeo llclenaa,are engineered for supedora pllwtlon affidanq wmCh
mS iM1a light In the arca where it lz mot needed- Dghtanglnaaarea,ed*1B'N30)U K
4WgKor5NUKLmini mumhr CRIonfiguretiom The I M1aSearoupllghtandquallfiesas
a Nighlb-Friendly"prMutl ning it 5 omm atantwith the LEELPand Green Glcbas
critaiaforalimmatinga lmpligm
NONE
N7E
■■■ENE■
mom
E■■
Ei
ME■M
.
0
iiii
iir
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10
NO■ir
ON■■
NOON■
INTENDED USE
Th faawario,, lam ambodimthe holeatle lloffunmarelirywitha a rdinaryeff ywtich
myo,lication efloargpmriding h,hlavalsdIigMlor minimal cmt�acA lybr
build'ng-rountaddoonuryandpalwas IlIwars ionon naarlyanytpadfasoh,
CONSTRUCTION
TM1adleugalum mM1ousin. has meoral heat W
sink fins to tm maog
iattarmal ama
O rom,h cord= endo cooling. TMa modu6rdmlgna11onfor aadm
andfut rat llgttanglna lograda, TheLEDdrlw 411ad l na 5eparae,hr
thermally -late It from the fort e,go- forlow pencadngierperaWre and long lila .The
homing Izo m,lc4ly-a1eJagalnz[molaureand envlmnmental mn4minam511 P65?
FlNGN
tat porpam rperor redbya -infused Super Durably At,ghtly tpowdarmtage
iM1atprwides aper e5iaan aM waatM1aring Atightlyco rolled multictya
pores m3mlktM1ld mp lorafinlSF thea wlth54nd aaramadlmaa
dangys wlihoutuacking orpeeling.Amllzbly in WiF taaured and non taaured finI5M1e5.
OPTICS
Indlvlduallyformeo llclenaa,are engineered for supedora pllwtlon affidanq wmCh
mS iM1a light In the arca where it lz mot needed- Dghtanglnaaarea,ed*1B'N30)U K
4WgKor5NUKLmini mumhr CRIonfiguretiom The I M1aSearoupllghtandquallfiesas
a Nighlb-Friendly"prMutl ning it 5 omm atantwith the LEELPand Green Glcbas
critaiaforalimmatinga lmpligm
ELECTRICAL
LightangoaWconfigmalio atd M1igM1effi yLENe u,tdWma ll
bwrda to maximize M1aa dlzzlpalonand pompe long Illalup to>LBN1N,Ng May. Clas
1 alatlronic drivers aradasignad m Frvea I*+warbtlor>9PM, THD c3PM, and an agreclad
lilad iN ON M1ours.
INSTALLFTpN
dudad wall mount platalttilltaes aquickand aay'm5411aton. Mounting Wltsfaaurea
iNDM1oursslJog fims, Optionalbl-lesal motion 5anmr and NEMA3.5 or 7pin tvi5t lock
phoboontol rarep ro h. a re alsoavailabla.
LGTINGS
CSA LIgad for wet lastiana. boo englties and aleadul oompanmant are IP66 rated .Rated
for 4mmeratures as Iowa -0PC minimum amrblent
D ,gnLights Conwrtium°LDLQqualifiadprodua Notallvarsiomofth,sproduol
DEL fiquaµified. Plead clack the DLCOualifiad Roducts Lia awwwdeignl'aMao NOPLW
qualified
WARRANTY
5-yearhomoolq Complete ostaory termslocatad at
w waculnbmndsm 7cuav umMourc artumma and mnmdonxaov
WWActualpadormancamWdiflerasamoulteland-ureranvironmantandgpllution
All valvas are design orrypiul valuescured under labs., mndition5 at 45'C.
5pacifiost ons wbjea to change withowmmos.
'. L/THON/A One Lthonia Way•Conyers,Georgia30012• Phome:80oz7v8041.,..ww.hthoniaconn Knxw-LED
®IDII-2N9Acul Erm,aLhin hlarererved- Rw4A1t19
L/GNT/NG. n g s nrAld
- g Paga3 d3
75
■■■ENE■
Ei
ME■M
.
0
ON
10
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■�nEErnEE
ONFrnE
EMEaEE
■■■■■■■■
ELECTRICAL
LightangoaWconfigmalio atd M1igM1effi yLENe u,tdWma ll
bwrda to maximize M1aa dlzzlpalonand pompe long Illalup to>LBN1N,Ng May. Clas
1 alatlronic drivers aradasignad m Frvea I*+warbtlor>9PM, THD c3PM, and an agreclad
lilad iN ON M1ours.
INSTALLFTpN
dudad wall mount platalttilltaes aquickand aay'm5411aton. Mounting Wltsfaaurea
iNDM1oursslJog fims, Optionalbl-lesal motion 5anmr and NEMA3.5 or 7pin tvi5t lock
phoboontol rarep ro h. a re alsoavailabla.
LGTINGS
CSA LIgad for wet lastiana. boo englties and aleadul oompanmant are IP66 rated .Rated
for 4mmeratures as Iowa -0PC minimum amrblent
D ,gnLights Conwrtium°LDLQqualifiadprodua Notallvarsiomofth,sproduol
DEL fiquaµified. Plead clack the DLCOualifiad Roducts Lia awwwdeignl'aMao NOPLW
qualified
WARRANTY
5-yearhomoolq Complete ostaory termslocatad at
w waculnbmndsm 7cuav umMourc artumma and mnmdonxaov
WWActualpadormancamWdiflerasamoulteland-ureranvironmantandgpllution
All valvas are design orrypiul valuescured under labs., mndition5 at 45'C.
5pacifiost ons wbjea to change withowmmos.
'. L/THON/A One Lthonia Way•Conyers,Georgia30012• Phome:80oz7v8041.,..ww.hthoniaconn Knxw-LED
®IDII-2N9Acul Erm,aLhin hlarererved- Rw4A1t19
L/GNT/NG. n g s nrAld
- g Paga3 d3
75
Oil
E
ELECTRICAL
LightangoaWconfigmalio atd M1igM1effi yLENe u,tdWma ll
bwrda to maximize M1aa dlzzlpalonand pompe long Illalup to>LBN1N,Ng May. Clas
1 alatlronic drivers aradasignad m Frvea I*+warbtlor>9PM, THD c3PM, and an agreclad
lilad iN ON M1ours.
INSTALLFTpN
dudad wall mount platalttilltaes aquickand aay'm5411aton. Mounting Wltsfaaurea
iNDM1oursslJog fims, Optionalbl-lesal motion 5anmr and NEMA3.5 or 7pin tvi5t lock
phoboontol rarep ro h. a re alsoavailabla.
LGTINGS
CSA LIgad for wet lastiana. boo englties and aleadul oompanmant are IP66 rated .Rated
for 4mmeratures as Iowa -0PC minimum amrblent
D ,gnLights Conwrtium°LDLQqualifiadprodua Notallvarsiomofth,sproduol
DEL fiquaµified. Plead clack the DLCOualifiad Roducts Lia awwwdeignl'aMao NOPLW
qualified
WARRANTY
5-yearhomoolq Complete ostaory termslocatad at
w waculnbmndsm 7cuav umMourc artumma and mnmdonxaov
WWActualpadormancamWdiflerasamoulteland-ureranvironmantandgpllution
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