Date:
September 9, 2013
To:
Chair and Members
Planning and Housing Committee
Re:
150 STAVANGER DRIVE
Proposed Rezoning to Accommodate an Apartment Building
Applicant: Northern Property REIT
Planning File: B.17-S.30 (13-00168) Ward 1
Northern Property REIT has submitted an application to rezone vacant, undeveloped property at
150 Stavanger Drive from the Commercial Regional (CR) Zone to the Apartment Medium
Density (A2) Zone. This is to allow development of a 4-storey, 71-unit apartment building. The
requested rezoning will require a land Use Assessment report (LUAR) and an amendment to the
St. John’s Municipal Plan.
It is recommended that this application be given consideration for approval.
BACKGROUND
The subject property has an area of 8101 m² (2 acres) and frontage along Stavanger Drive of 65
metres (213 feet). It is level, partially treed and not affected by the presence of a waterway or a
wetland.
West of the subject the property are several big-box commercial buildings, including a WalMart
store, that are part of the Clovelly Commercial Centre. South (to the rear) of the subject property
is City-owned Open Space (O) land. Adjoining the property to the east is a 15 metres wide strip
of privately-owned land that is undeveloped and zoned Open Space (O); on the opposite side of
this land is a residential subdivision that is in the residential Low Density (R1) Zone. On the
opposite side of Stavanger Drive is a large block of land that is zoned Apartment High Density
(A3); this is part of the land which the Cabot Development Corporation Limited succeeded in
having rezoned from the CR Zone and O Zone to the A3 Zone several years ago.
Page 2
COMMENTS
Planning Considerations
Current
St. John’s
Municipal Plan
St. John’s
Development Regulations
Commercial General (CG)
Commercial Regional (CR) Zone
District
Proposed
Residential Medium
Density (RMD) District
Apartment Medium Density (A2)
Zone
1. The subject property is in the Commercial Regional (CR) Zone and the Commercial
General (CG) Land Use District. To accommodate the rezoning from CR to A2, it would
be necessary to amend the Municipal Plan by redesignating the subject property to the
Residential Medium Density (RMD) Land Use District and to subject this development
proposal to a Land Use Assessment Report (LUAR).
2. The subject property is the last parcel of land on the south side of Stavanger Drive
designated for commercial development. The proposed apartment building is positioned
along the western property line directly adjacent to a developed commercial lot. There
has been no provision for buffering between the commercial and residential uses.
Placement of the apartment building close to the eastern property line and the parking
area between it and the adjoining commercial lot, plus suitable landscaping and
screening, would be required to satisfy the requirements of the Municipal Plan and
Development Regulations where commercial and residential uses are located in close
proximity to each other.
3. A Land Use Assessment Report (LUAR) is usually undertaken to identify and assess the
potential impacts of the different uses upon each other; the mitigative measures which
could be implemented and their effectiveness; and thus assist in determining whether the
proposed rezoning has merit and warrants consideration by Council. Terms of Reference
for such a LUAR would have to be drafted and approved by Council before the
proponent could start preparing the LUAR. Because of the adjacent developed
commercial lot, it may be practical to require the applicant to undertake a LUAR.
Technical Considerations
1. Municipal water and sewer mains are locate in Stavanger Drive to service the subject
property.
2. The proposed development is subject to the City’s Zero Net Runoff Policy; the developer
is required to using on-site storage detention in accordance with the Stromwater
Detention Policy.
Page 3
3.
Review and approval of a site development plan, including controlled site access,
parking lot layout and landscaping/buffering, would ordinarily be addressed at the time
an application for development approval is submitted to the City.
CONCLUSION
An overall objective of the Municipal Plan is to encourage compact urban form by
accommodating development with higher densities where appropriate, and making better use of
municipal infrastructure. This development proposal would be consistent with the Municipal
Plan.
.
If the Planning & Housing Committee concurs, it is recommended that after Council’s
confirmation and approval of the attached draft Terms of Reference and subsequent receipt of a
satisfactory Land Use Assessment Report, the application be advertised in accordance with the
requirements of Section 5.5 of the Development Regulations and subsequently referred to a
Regular Meeting of Council for initial consideration. At a later stage, a public hearing chaired by
an independent commissioner will be required.
This is provided for the consideration of the Planning and Housing Committee.
________________________
Ken O’Brien, MCIP
Chief Municipal Planner
________________________
Paul Boundridge, MCIP
Planning Coordinator
PDB/dlm
I:\KOBrien\2013\Planning & Housing - 150 Stavanger Drive Sept 10 2013 (pdb).doc
μ
212
A3
AN
AV
T
S
R
GE
210
DR
1:1,000
208
206
SUBJECT PROPERTY
O
204
202
6
200
7
8
9
R1
10
CR
11
150
12
O
CR
W:\Engwork\Planw\2013 projects\150 stavanger drive.mxd
140
13
LUAR for 150 Stavanger Drive
February 24, 2014
City of St. John’s
Department of Planning, Development & Engineering
P.O. Box 908
St. John’s, Newfoundland
A1C 5M2
Attention: Paul Boundridge
Dear Mr. Boundridge,
RE:
Terms of Reference for Land Use Assessment Report (LUAR)
Application to Rezone Property at 150 Stavanger Drive to the Apartment Medium
Density A2 Zone and allow an apartment building development.
The following Land Use Assessment Report addresses the Terms of Reference as provided to
Northern Property by the City of St. John’s Newfoundland.
We look forward to working with the City of St. John’s to re zone the property at 150 Stavanger
Drive.
Yours truly,
Paul Dick
Land and Permit Coordinator
Construction and Development
Northern Property REIT
110, 6131 – 6th Street S.E. Calgary, AB T2H 7L9 Ph. 403 531-0720 Fax 403 531-0727
NPR Limited Partnership 110, 6131 – 6 Street SE Calgary, AB T2H 1L9 tel 403 531.0720 fax 403 531.0727 www.npreit.com Land Use Assessment Report 150 Stavanger Drive St. John’s, Newfoundland February 24, 2014 Submitted by: Northern Property REIT INDEX Terms of Reference Land Use Assessment Report Architectural Plans and Elevations Site Plan Shadow Study Electrical Site Plan Light Fixture Specifications Landscape Design Plan Complete Servicing & Grading Plans Site Parking and Laydown Storage Area 1, 2
3‐11
Appendix A
p. 12 – 17
Appendix B
P. 18 ‐ 19
Appendix C
p. 20 ‐ 33
Appendix D
p. 34‐35 Appendix E
p. 36 ‐ 42
Appendix F
p. 43 ‐ 44
Appendix G
p. 45 – 50
Appendix H
p. 51‐52
1 TERMS OF REFERENCE
FOR LAND USE ASSESSMENT REPORT (LUAR)
APPLICATION TO REZONE PROPERTY @ 150 STAVANGER DRIVE
TO THE APARTMENT MEDIUM DENSITY (A2) ZONE
AND TO ALLOW
AN APARTMENT BUILDING DEVELOPMENT
PROPONENT: NORTHERN PROPERTY REIT
The following items shall be addressed by the proponent at its expense. The proponent shall
identify significant impacts and, where appropriate, also identify measures to mitigate impacts on
land uses adjoining the subject property. All information is to be submitted under one report in a
form that can be reproduced for public information and review. The numbering and ordering
scheme used in the report shall correspond with that used in this Terms of Reference and a copy
of the Terms of Reference shall be included as part of the report. A list of those persons/agencies
who prepared the Land Use Assessment Report shall be provided as part of the report.
A.
Building Use
 Identify the size of the proposed building by floor area (Gross Floor Area), and by Floor
Area Ratio (FAR).
 Identify the proposed uses or occupancies within the building by their respective floor
area.
B.
Building Materials
 Provide elevations of the proposed building.
 Identify the finish and colour of exterior building materials.
C.
Building Height & Location
Identify graphically the exact location and height of the proposed apartment building.
Additionally, identify using cross-section drawings the effect of the proposed building
height on properties in the vicinity of the development site in terms of the following
criteria:
 Identify the proximity of the proposed building to property lines.
 Possible loss of sunlight/ potential shadowing/ other potential impacts on adjacent
properties.
 Information on the proposed construction of patios/balconies.
D.
Exterior Equipment and Lighting
 Identify the location and type of exterior lighting to be utilized. Identify possible
impacts on adjoining residential properties and measures to be instituted to minimize
these impacts.
2  Identify the location and type of any exterior HVAC equipment to be used to service
the proposed buildings. Identify possible impacts on adjoining residential properties
and measures to be instituted to minimize these impacts.
E.
Landscaping & Buffering
 Identify with a landscaping plan, details of site landscaping and measures to be
undertaken to buffer the proposed apartment building from the operations and activities
generated at the adjoining commercial properties; including, but not limited to possible
traffic noise and lights from vehicles, site/building lighting and HVAC equipment.
 Identify the location and proposed methods of screening electrical transformers and
refuse containers to be used at the site.
F.
Snowclearing/Snow Storage
Identify proposed method of snowclearing and location of snow storage area(s).
G.
Offstreet Parking
Identify the number and location of off street parking spaces to be provided and means by
which parking area storm water runoff is to be managed.
H.
Municipal Water and Sewer Services
Provide information as may be required by the City’s Department of Engineering on the
proposed installation of municipal water and sewer services to the site.
I.
Public Transit
Consult with St. John’s Metrobus (St. John’s Transportation Commission) regarding
public transit infrastructure requirements (e.g. a bus lay-by and shelter) and their
provision as part of this proposed development.
3 Terms of Reference for Land Use Assessment Report
Application to Rezone 150 Stavanger Dr.
To allow an apartment building development
A. Building Use
The proposed building will be a 4 story, 71 unit apartment building. The building foot print will be
1792m2 which includes hallways and exterior wall thickness.
The Gross Floor Area of the building will be 7168m2. The Floor Area Ratio for this site is 0.89:1.
This is based on a floor area of 1792m2 x4 and a lot area of 8080m2. Please refer to Appendix
B, for greater detail.
The proposed use for this building will be multifamily residential rental apartments, which will
make up 100% of the building floor area.
B. Building Materials
Below, please see proposed building elevations and colour scheme.
4 The building will be all wood frame construction. The exterior of the buildings will be Can Exel
siding in Granite, Autumn Gold, Mist Grey, Khaki Brown and Red Brick Veneer. The majority of
the trim detail will be white batten and paneling with the detail on the balcony above the Red
Brick Veneer being Misty Grey to match the Can Exel colouring. Please see Appendix A for
greater detail.
C. Building Height and Location
Depicted below is the proposed building location as situated on the property at 150 Stavanger
Drive, including setbacks and proximity to property lines listed in the legend below. The building
will be set back from the side lot by 4 meters and the setback for the front and back of the lot
are 6 meters as noted. Please see Appendix B for greater detail.
5 The height of the proposed building will be 50’ 1” as shown in the cross section elevation below.
The effects on the neighbouring lots are depicted below in the shadow study. Please refer to
Appendix A page 3 for greater detail.
Shadow Study
A shadow study was conducted by an independent contractor to determine the shadowing affect
that the proposed development would have on the adjacent lots.
The following study demonstrates shadowing on four days of the year: summer (mid-June),
winter (mid-December), spring (mid-March) and fall (mid-September); on each day, shadowing
is shown for early morning, noon, and late afternoon.
Please see appendix C for the detailed report.
6 Balconies
The balconies on the proposed building will be 6’ deep by 12’ wide. They will face in a NorthEasterly direction and South-Westerly direction on the long sides of the buildings.
These balconies will face Arizona Heat In the southwesterly direction. The balconies on the
other side of the building will face the parking lot and a stand of trees sheltering the site from the
future single family development boarding 150 Stavanger Drive on the North Eastern Side.
The balconies will be supported by concrete piles and wood posts complete with stone cladding
and engineered wood trim. They will feature black, powder coated aluminum railings, and vinyl
decking.
7 Typical Balcony Detail
D. Exterior Equipment and Lighting
The exterior of the building will be lit using Exterior Wall MH Wall Packs. These fixtures will
shine in a downward fashion, illuminating the building and surrounding parking area. The
fixtures will not direct light rays in an outward direction, towards either the residences to the east
or the commercial site to the West. A full electrical site plan can be found in Appendix D and for
light fixture details and specifications see Appendix E.
8 There is no exterior HVAC equipment present for this development. All HVAC equipment will be
housed in the mechanical room located inside the building. There is also, no air-conditioning
units in this building so there will be minimal exterior noise produced.
9 E. Landscaping & Buffering
Northern Property intends to use trees and fences to buffer light and sound from the adjoining
commercial property. In addition, wood fencing structures will be used to screen electrical
transformers and refuse containers from view on the site. The attached landscape drawing in
Appendix F illustrates all these buffers and shrouds.
In addition to buffering the site from the commercial development to the west, Northern Property
will be planting additional trees in the strip of land along the east side of the property. Trees
along this strip of land would further shelter the single family development to the east.
10 F. Snow Clearing/ Snow Storage
Below is an image identifying the proposed snow clearing location and snow storage areas.
Snow will be cleared from the sidewalks by Northern Property staff using snow blowers and
shovels. The parking lot snow clearing will be contracted out. The contractors will be using
pickup trucks with angle blades and loaders with buckets to move snow to storage areas on
site.
11 G. Off-street Parking
The above drawing illustrates the location of off-street parking for the proposed development at
150 Stavanger Drive. 1.25 stalls are required per unit; 89 stalls are required and 89 have been
provided in the above proposed parking layout. This includes 4 barrier free stalls; one per
barrier free suite. Please refer to Appendix B for a complete parking lot plan.
Parking area storm water runoff will be captured and contained on site in a containment tank
below the parking lot. This tank will be linked to catch basins on site with storm drains.
H. Municipal Water and Sewer Services
The Civil Engineering design plans were produced by AE Consultants. These drawings detail
the proposed installation of municipal water and sewer services to and from the site. Please
refer to Appendix G for complete Civil Engineering Services and Grading drawings.
I.
Public Transit
Northern Property has consulted with St. John’s Transportation Commission regarding public
transit infrastructure requirements and their provision as part of the proposed development.
We have been notified that a future bus route has been planned along Stavanger Drive. Upon
consultation with Metrobus, they have requested that a bus stop be placed on Northern
Property’s Stavanger Drive site. Northern Property welcomes this inclusion and anticipates
greater connectivity of our proposed multifamily site as a result.
J. Additional Information
From beginning to end, this project is expected to last 12-14 months. A designated parking area
will be laid out inside the security fence, onsite. This parking area will be located on the north
side of the site. There will also be a designated storage area for material onsite. This will be
located along the east and south side of the property. Please see Appendix H for details.
Appendix A P1
P2
F1
P3
F2
P4
F3
F4
A
P5
P6
C
4
A4.2
SW1
P7
P8
W1
P9
B
D
R1
W2
A1.1
A
B
C
D
E
F
G
A
B
A4.1
A4.1
H
Y
Z
1
118
116
114
110
112
108
106
104
102
2
C
C
A4.1
A4.1
3
4
5
115
117
113
107
111
105
103
101
6
A
B
C
D
E
F
G
A
B
A4.1
A4.1
A
B
A4.1
A4.1
H
Y
Z
W2
1
2
P7
P7
P7
P7
P8
P7
P7
P8
P7
P7
P7
P8
P8
C
C
A4.1
A4.1
3
P7
P7
P7
P7
P7
P7
P7
P7
P7
P7
P7
P7
P7
P7
P7
P7
P7
P7
4
W2
W2
5
P7
P7
P7
P7
P8
6
P7
P8
P7
P7
P7
P7
P8
P8
W2
A
B
A4.1
A4.1
A2.1
A
A
B
C
D
E
F
G
A4.1
H
B
Y
A4.1
Z
5:12
5:12
5:12
5:12
2
5:12
5:12
5:12
1
C
C
A4.1
A4.1
3
9:12
9:12
5:12
5:12
5:12
5:12
5:12
5:12
5:12
5:12
5
5:12
4
6
A
B
C
D
E
F
G
A
B
A4.1
A4.1
A
H
A4.1
Y
B
Z
A4.1
1
218
216
214
212
210
208
206
204
202
318
316
314
312
310
308
306
304
302
418
416
414
412
410
408
406
404
402
2
C
C
A4.1
A4.1
3
4
5
217
215
213
211
209
207
205
203
201
317
315
313
311
309
307
305
303
301
417
415
413
411
409
407
405
403
401
6
A
B
A4.1
A4.1
A2.2
A
B
C
D
E
F
G
H
Y
Z
6
6
5
5
5
1 D
1 B
9
1 C
1 A
1 C
1 D
1 B
1 C
1 A
3
4
1 E
1 E
2
8
1
2
3
4
5
6
6
5
4
3
2
1
1 C
6
1
2
5
3
4
5
6
7
8
9
1 A
1 A
A
B
3
C
4
D
D
1 E
1 E
2
Z
Y
H
2
G
F
E
D
C
B
A
6
1 B
5
1 D
1 C
1 A
1 E
1 C
1 B
1 D
1 C
1 A
1 E
2
A3.1
B
E
F
Y
9A
A4.2
R1
R1
Z
R1
A
9
A4.2
P1
P2
P2
F1
F1
P6
F1
P6
P2
F1
F1
P1
F1
F1
10
A4.2
W1
P2
P1
P2
F1
F1
P6
F1
P6
W1
P2
F1
F1
P1
F1
F1
P2
P1
P2
F1
F1
F1
P2
F4
F4
P6
P2
F1
P2
P1
P6
F1
P6
F4
P1
F1
P6
F1
P2
F4
F4
A4.5
P1
F4
F4
W2
W2
1
1'
3
2
3'
4
1
1'
3
2
3'
4
R1
1
R1
A4.2
5
1
5
A4.2
A4.2
A4.2
W1
W1
P1
P5
7
P1
P1
P5
P1
7
A4.2
F1
F3
F2
F1
F3
A4.2
W1
F2
W1
P5
6
P1
P1
P5
A4.2
P1
P1
A4.2
F1
F3
6
F2
F1
F3
F2
2 sim
7A
2 sim
7A
A4.2
A4.2
A4.2
A4.2
P5
P1
P1
F1
F3
P5
F2
P1
P1
F1
F3
F2
W1
W1
A4.2
W2
P5
3
P1
P1
F4
A4.2
F4
P7
P7
P7
P5
3
P7
W2
P1
P1
F4
F4
P7
P7
P7
P7
A4.1
A
8 sim
A4.2
4
A4.1
P1
4
W1
A4.1
P1
4
A4.2
STAIR SECTION
SCALE: 3/8" = 1'-0"
P1
A4.1
D10
P1
4
W2
4
A4.1
STAIR PLANS
SCALE: 3/8" = 1'-0"
8
A4.2
SECTION AT STAIR
SCALE: 1" = 1'-0"
A4.2
GRID
GRID
GRID
GRID
GRID
F1
F3
F3
R1
R1
W1
W1
5
A4.1
SECTION AT 4th FLOOR CEILING
1
A4.1
SCALE: 1" = 1'-0"
F1
SECTION AT WOOD FRAME BALCONY
SCALE: 1" = 1'-0"
1
A4.1
SECTION AT SOFFIT
SCALE: 1" = 1'-0"
F1
W1
F4
R1
F1
F2
F2
3
A4.1
SECTION A JOINED BALCONY SUPPORT
SCALE: 1" = 1'-0"
9A
A4.1
6
A4.1
SECTION AT 4th FLOOR STEPPED CEILING
SCALE: 1" = 1'-0"
W2
TYP. FIRESTOP DETAIL
W1
SCALE: 1" = 1'-0"
GRID
2
A4.1
1
A4.1
SECTION AT RIM JOIST
SCALE: 1" = 1'-0"
SECTION AT CONCRETE BALCONY
SCALE: 1" = 1'-0"
R1
W1
R1
9
A4.1
4
A0.1
9A
A4.1
SECTION AT 4th FLOOR CEILING
SCALE: 1" = 1'-0"
SECTION AT WINDOW HEAD / SILL
SCALE: 1 1/2" = 1'-0"
INTERIOR WLL DRYWALL BACKING AT TRUSS
SCALE: 1" = 1'-0"
W1
F1
F4
W2
W1
P2
10
A4.1
TYP. FIRESTOP DETAIL
SCALE: 1" = 1'-0"
W1
3
A4.1
7A
A4.1
SIDE ENTRANCE PERGOLA DETAIL
1" = 1'-0"
3
A4.1
SECTION AT FOUNDATION
SCALE: 1" = 1'-0"
SINGLE SHEAR WALL LOACATED WITHIN CORNER
SCALE: 1" = 1'-0"
A4.3
GR
GR
GR
A4.4
A
D
W1
A
GR
W1
GR
A
D
W1
A
P3
P3
GR
W1
GR
A
D
W1
A
GR
P2
P3
C
GR
D08
W1
GR
D08
GR
D08
GR
P3
P2
P3
P2
C
C
P3
P2
D05
W1
D06
D06
P3
P3
P3
D06
D06
P3
D05
D05
D05
D05
D06
D05
P3
P3
GR
GR
GR
P5
P5
P5
D04
P3
P5
P5
P2
D04
P3
P2
P1
P1
P1
W1
P4
P3
P4
P3
D02
P3
D02
D03
D01
D01
D03
P3
P3
P4
P3
P3
D03
P2
P3
P3
P3
P3
GR
GR
P5
D02
W1
P3
P2
D04
P1
P3
P3
D01
D04
GR
P1
P5
P1
P1
B
D10
D11
D11
GR
GR
GR
GR
GR
A
D
A
W1
W1
D08
W1
D08
D12
GR
A
D
W1
D08
GR
GR
A
D
W1
A
GR
GR
GR
GR
P3
P3
P3
W1
A
P3
P2
P2
P2
P2
P5
P2
P9
P2
P5
P3
P2
P3
P3
P5
D05
GR
D09B
GR
P5
D04
P5
D15
D09A
D05
P3
D06
P3
P5
GR
D09B
P5
P3
P5
D05
D06
D04
D09A
D06
P3
D04
D05
P2
GR
P5
P5
D04
D14
D17
P3
P3
P2
P3
D09A
P3
D04
P3
2
A5.1 A5.1
GR
P3
P6
P1
P3
P6
P3
GR
P1
GR
A5.1 A5.1
D01
P3
D01
D03
D02
D07
P6
D18
D02
3
P6
P6
D01
P2
P3
P4
P2
D03
D13
P3
P3
P5
P5
P6
D09C
P4
D07
P9
P5
SW1
GR
P6
P1
P1
P6
P1
P1
P1
A5.1
GR
W1
D08
GR
A
W1
A
B
GR
P3
P2
P3
D09
P2
D09
P5
GR
D10
D10
P5
P3
MIN.
P3
D09
P3
P2
D09
2
P4
3
A5.2 A5.2
007
KITCHEN ELEVATION
A5.2 A5.2
SCALE NTS
0
0.5
1.0
P3
2
A5.2 A5.2
1.5
2.0
2.5m
D01
GR
P1
1
FLOOR PLAN B2
A5.2 A5.2
1.5
2.0
2.5m
351
A
SCALE NTS
0
0.5
1.0
KITCHEN ELEVATION
SCALE NTS
0
0.5
1.0
ELEVATIONS - WATER CLOSET
SCALE NTS
4
A5.2 A5.2
SECTION - VANITY
SCALE NTS
5
A5.2 A5.2
ELEVATIONS - BATH TUB
SCALE NTS
3
A5.2 A5.2
1.5
2.0
2.5m
6
A5.2 A5.2
A5.2
Appendix B 1
-
SITE PLAN
SCALE: 1/16" = 1'-0"
Appendix C March 21st 9:00 am Stavanger Drive Proposed Development March 21st 12:00 noon Stavanger Drive Proposed Development March 21st 4:00 pm Stavanger Drive Proposed Development June 21st 9:00 am Stavanger Drive Proposed Development June 21st 12:00 noon Stavanger Drive Proposed Development June 21st 4:00 pm Stavanger Drive Proposed Development September 21st 9:00 am Stavanger Drive Proposed Development September 21st 12:00 noon Stavanger Drive Proposed Development September 21st 4:00 pm Stavanger Drive Proposed Development December 21st 9:00 am Stavanger Drive Proposed Development December 21st 12:00 noon Stavanger Drive Proposed Development December 21st 4:00 pm Stavanger Drive Proposed Development Appendix D Appendix E Catalog
LITHOMIJ*
LIGHTING
Number
Notes
FEATURES & SPECIFICATIONS
INTENDED USE - Ideal for parking areas, street lighting, walkways and car lots.
CONSTRUCTION -Rugged, die-cast, soft comeraluminum housing with0.12" nominal wallthttness. Die-cast
doorframe has impact-resistant,tempered, glass lens that is fully gasketed with one-piece tubularsilicone.
Finish:Standardfinishisdark bronze (DDB) polyester powder finish, with otherarchitecturalcolorsavailable.
OPTICS- Anodized, aluminum reflectors: IES full cutoff distributions R2 (asymmetric), R3 (asymmetric), R4
(forward throw) and R5S (square) are interchangeable. High-performance anodized, segmented aluminum
reflectors IES full cutoff distributions SR2 (asymmetric), SR3 (asymmetric) and SR4SC (forward throw, sharp
cutoff). High-performance reflectors attach with tool-lessfastenersand are rotatable and interchangeable.
ELECTRICAL - Ballast: High pressure sodium: 7O-150W is high reactance, high power factor. Constant
wattage autotransformer for 200-400W. Metal halide: 70-150W is high reactance, high power factor and
is standard with pulse-start ignitor technology. "SCWA" not required. Constant wattage autotransformer
for 175-400W. Super CWA (pulse start ballast), 88% efficient and EISA legislation compliant, is required
for metal halide 151-400W (SCWA option) for US shipments only. CSA, NOM or INTL required for probe
start shipments outside of the US. Pulse-start ballast (SCWA) required for 200W, 320W, or 350W. Ballast
is 100% factory-tested.
Type
O U R
6 S
Soft Square Lighting
KAD
Specifications
Socket: Porcelain, horizontally oriented medium base socket for 70-150M. Mogul base socket for 175M and EPA:
METAL HALIDE: 70-400W
HIGH PRESSURE SODIUM: 70-400W
20'TO 35' MOUNTING
1IE
2
above, and 70-400S, with copper alloy, nickel-plated sctew shell and center contact UL listed 1500W, 600V. •Weight: 35.9 lbs (16.28 kg)
LISTINGS- UL Listed (standard). CSA Certified (see Options). UL listed for 25°C ambient and wet locations. Length: 17-1/2 (44.5)
IP65 rated in accordance with standard IEC 529.
Width: 17-1/2"(44i)
4%
WARRANTY — 1 -year limited warranty. Complete warranty terms located at
www.acuitvbrands.com/CustomerResourcesAerms and conditions.aspx
NGKTT.ME
FRIENDLY
Note: Specifications subject to change without notice.
7-1/8
118.1)
Depth:7-1/8(18.1)
All dimensions are inches (centimeters)
unless otherwise specified.
4
(10.2)
"Weight as configured in example below.
17-1/2
(44.5)
Example: KAD 400M R3 TB SCWA SPD04 LPI
For shortest lead times, configure product using bolded options.
KAD
Series
Wattage
KAD
Metal halide
70M' 250M
2
5
High
pressure
sodium
Ceramic
metal
halide
70S
70MHC
100S
100MHC
150S
150MHC
1
100M' 320M
4
150M 350M
14
175M 400M'
J
Voltage
Distribution
5 1
200M
4
Standard reflectors
R2
IES type II
asymmetric'
R3
IES type III
asymmetric'
U
R4 lEStypelV
forward throw'
250S
R5S IEStype V square
400S
High performance
reflectors
1
SR2
SR3
IES type II
asymmetric'
IES type III
asymmetric'
SR4SC IES type IV
forward
throw
Mounting"
Ballast
208'
(blank) Magnetic
ballast
240'
CWI
120
277
Contant
wattage
isolated"
347
480'
TB"
23050HZ"
SCWA Super CWA
pulse-start
ballast
6
DF
Double fuse (208,240,480V)'
PD
Power tray"
PER
NEMA twist-lock receptacle
CSA
CSA Certified
PE3 NEMAtwisHockPE(347V)
INTL
Available MH for probe start
shipping outside the U.S.
6
only (no photocontrol)
RPD
Round pole
06 6"arm
WBD_
Wall bracket
09
WWD_
Wood or pole wall
12 12"arm
DAD12P
Degree arm (pole)
DAD12WB Degree arm (wall)
WBA
Decorative wall bracket
KMA
Mast arm external fitter
KTMB
Twin mounting bar
(blank)
15
Lamp
21
Dark bronze
DNAXD
Natural aluminum
PE4 NEMA twist-lock PE (480V) DWH
White
DWHXD
White
PE7 NEMA twist-lock PE (277V) DBL
Black
DDBTXD
Textured dark bronze
DMB
Medium bronze
DBLBXD
Textured black
DNA
Natural aluminum
DNATXD
Textured natural
aluminum
SC
Shipped separately"
VG Vandal guard"
Super Durable Finishes
WG Wire guard"
DDBXD
Dark bronze
DBLXD
Black
Quattz restrike system'
8
HS
House side shield
PE1
NEMA twist-lock PE (120,
208,240V)
Terminal wiring block"
Shorting cap for PER
option
9" arm
Ships separately""
NOTE: For shipments to US.
REGC1 California Title 20, effective
1/1/2010
QRSTD QRS time delay"
WTB
04 4" arm
20
Single fuse (120,277,347V)'
QRS
Square pole
Finish
Shipped installed in fixture
SF
Arm length
SPD
territories, SCWA must be
specified to comply with EISA.
Options
Ships in fixture carton
LPI
Lamp
included
L/LP Less
lamp
DWHGXD Textured white
Notes
Accessories: Tenon Mounting Slipfitter (RPxx
required.)
Order as seperate catalog number. Must be used with pole mounting.
Number of fixtures
Tenon 0.D,
One
2-3/8"
T20-190
T20-280
T20-290
T20-320
T20-390
T20-490
2-7/8"
T25-190
T25-280
T25-290
T25-320
T25-390"
T25-490
4
T35-190
T35-280
T35-290
T35-320
T35-390
T35-490
OUTDOOR
Two@180° Two@90° Three@120" Three@90°
22
22
22
22
22
22
Four@90°
22
22
22
1 Not available with SCWA.
2 Not available with 480V.
3 These wattages do not comply with
California Title 20 regulations.
4 Must be ordered with SCWA.
5 These wattages require the REGC1
option to be chosen for shipments into
California for Title 20 compliance. 250M
REGC1 in not available in 347 or 480V.
6 Reduced jacket ED28 required for SR2,
SR3 and SR4SC optics.
7 House-side shield available.
8
High performance reflectors not available with QRSTD.
9 Must specify CWI for use in Canada.
10 Optional multi-tap ballast II20,208,
240,277V; in Canada: 120,277,347V).
11 Consult factory for available wattages.
12 9" arm is required when two or more
luminaires are oriented on a 90° drilling
pattern.
13 May be ordered as an accessory.
14 Must specify finish when ordered as an
accessory.
15 Available with SP004 and SPD09.
16 Must specicy voltage. N/A with TB.
17 Only available with SR2.SR3 and
SR4SC optics.
18 Max allowable wattage lamp included.
19 Prefix with KAD when ordered as an
accessory.
20 Seewww.lithonia.com/archcolorsfor
additional color options.
21 Must be specified. L/LP not available
withMHC.
22 Must use RPD09.
KAD-M-S
KAD Metal Halide, Arm-mounted Soft Square Cutoff
Coefficient of Utilization
Initial Footcandles
KAD 400M R2 Test no. 1193083101P
KAD 400M R3 Test no. 1192040902P
ISOILLUMINANCE PLOT (Footcandle)
ISOILLUMINANCE PLOT (Footcandle)
400W pulse start metal halide lamp, rated 38000
lumens. Footcandle values based on 20'
mounting height.
Classification: Type II, Short, Full Cutoff
400W pulse start metal halide lamp, rated 38,000
lumens. Footcandle values based on 20"
mounting height.
Classification: Type II, Short, Full Cutoff
KAD 400M R4 Test no. 1191110101P
KAD 400M R4HS Test no. 1192061101P
KAD 400M R5S Test no. 1194040801P
ISOILLUMINANCE PLOT (Footcandle)
ISOILLUMINANCE PLOT (Footcandle)
ISOILLUMINANCE PLOT (Footcandle)
a
a
-2 Lu
-2
X
0.25
0.5
LU
g
4
1
OS
re
y
2£
LXJ
r
0
1
2
O
Z
•
z
3<
3
4
5
3<
1
6
400W pulse start metal halide lamp, rated 38,000
lumens. Footcandle values based on 20'
mounting height.
Classification: Unclassified (Type III, Very Short), Full Cutoff
400W pulse start metal halide lamp, rated 38,000
lumens. Footcandle values based on 20'
mounting height
Classification: Unclassified (Type III, Very Short), Full
400W pulse start metal halide lamp, rated 38000
lumens. Footcandle values based on 20'
mounting height.
Classification: Unclassified (Type NC, Very Short), Full Cutoff
Notes
Mounting Height Correction Factor
1 Photometric data for other distributions can be accessed at www.lithonia.com.
(Multiply the fc level by the correction factor)
2 Tested to current IES and NEMA standards under stabilized laboratory conditions. Various operating factors can cause
differences between laboratory data and actual field measurements. Dimensions and specifications on this sheet are
based on the most current available data and are subject to change without notice.
25 ft. = 0.64
35 ft. = 0.32
40 ft. = 0.25
3 For electrical characteristics, consult outdoor technical data specification sheets on www.lithonia.com.
/ Existing Mounting Height
\w Mounting Height
LITHGNA4
LIGHTING*
Correction Factor
KAD-M-S
An '^AcuttvBrands Company
OUTDOOR:
One Lithonia Way Conyers, GA 30012
Phone; 770.922.9000
Fax: 770-918-1209 www.lithonia.com
©2007-2012 Acuity Brands Lighting, Inc. All rights reserved. Rev.12/04/12
Catalog
LITHONIA
LIGHTING
Number
Notes
FEATURES & SPECIFICATIONS
INTENDED USE — Square straight steel pole for up to 39-foot mounting height.
Type
CONSTRUCTION—Weldable-grade, hot-tolled, commercial-quality carbon steel tubing with a minimum
yield of 55,000 psi (11-gauge), or 50,000 psi (7-gauge). Uniform wall thickness of .1196" or .1793". Shaft
is one-piece with a full-length longitudinal high-frequency electric resistance weld. Uniformly square in
cross-section with flat sides, small corner radii and excellent torsional qualities. Available shaft widths are
4,5 and 6 inches.
Anchor Base Poles
Anchor base is fabricated from hot-rolled carbon steel plate conforming to ASTM A36, that meets or exceeds a
minimum-yield strength of 36,000 psi. Base plate and shaft ate circumferentially welded top and bottom.
Base cover is finished to match pole.
sss
A handhole having nominal dimensions of 3" x 5" for all shafts. Included is a cover with attachment screws.
Top cap provided with all drill-mount and open top "PT" poles.
Fasteners are high-strength galvanized, zinc-plated or stainless steel.
SQUARE STRAIGHT STEEL
Finish: Must specify finish.
Grounding: Provision located immediately inside handhole rim. Grounding hardware is not included
(provided by others).
Anchor bolts: Top portion of anchor bolt is galvanized per ASTM A-153. Made of steelrodhaving a minimum
yield strength of 55,000 psi.
Note: Specifications subject to change without notice.
Actual performance may differ as a result of end-user environment and application.
E
Example: SSS 205CDM19DDB
Lead times will vary depending on options selected. Consult with your sales representative.
sss
Series
Nominal fixture
mounting height
SSS
10-39 feet
(See back page.)
Nominal shaft base
size/wall thickness
Options
Mounting'
(See back page.)
Tenon mounting
Open top (includes
top cap)
PT
Shipped installed
L/AB
DM19AST,
Lessanchot bolts
1 at 90°
DDB
Dark bronze
VD
DM28AST.
2 at 180°
Vibration damper
DWH
White
TP
Tamper proof
DBL
Black
H1-18Sxx
Horizontal aim bracket
(1 fixture)'
DMB
Medium bronze
DNA
Natural aluminum
Classic colors
T20
2-3/8"O.D.(2"NPS)
T25
2- 7/8" O.D. (2-1/2" NPS) DM29AST
2 at 90°
T30
3- 1/2" O.D. (3" NPS)
DM39AST
3 at 90°
T35
4" O.D. (3-1/2" NPS)
DM49AST
4 at 90°
Drill mounting'
FDLxx
Festoon outlet less
electrical'
CPL12xx
1/2" coupling'
DM28
2 at 180°
DM19MRT_ 1at90°
CPL34xx
3/4" coupling'
DM28 PL
2 at 180° with one side
plugged
DM28MRT_ 2 at 180°
CPLIxx
1" coupling*
DM29MRT_ 2 at 90°
NPL12xx
1/2" threaded nipple
DM29
2 at 90°
DM39MRT_ 3 at 90°
NPL34xx
3/4" threaded nipple'
DM39
3 at 90°
DM49MRT_ 4 at 90°
NPLIxx
1" threaded nipple'
DM49
4 at 90°
EHHxx
Extra handhole'-
CSX/DSX/AERIS^/OMERO™ Drill
mounting'
MAEX
Match existiing'
USPOM
United States point of
manufacture*
1at90°
DM28AS
2 at 180°
DM29AS
2 at 90°
DM39AS
3 at 90°
DM49AS
4 at 90°
Combination of tenon-top and drill mount includes extra
and drill mounting for the same pole, follow this example: DM28/
handhole.
T20. The combination includes a required extra handhole.
Must add original order number
The drilling template to be used for a particular luminaire depends
Use when mill certifications are required.
Insert "1" or "2" to designatefixturesize; e.g. DM19AST2.
Specify location and orientation when ordering option.
For 1st "x":
Specify the height in feet above base of pole.
Example: 5ft = 5 and 20ft = 20
For 2nd "x":
Specify orientation from handhole (A,B,C,D)
Refer to the Handhole Orientation diagram above.
OUTDOOR
DSS
1at90°
Horizontal arm is 18" x 2-3/8" O.D. tenon standard.
the Outdoor Binder for Drilling Templates.
1
OMERO'- Suspend drill
mounting-'-'
PT open top poles include top cap. When ordering tenon mounting
on the luminaire that is used. Refer to the Technical Data Section of
Standard colors
DM19
DM19AS
NOTES:
Finish"
AERIS" Suspend drill
mounting"
Provides enhanced conosion resistance.
Additional colors available; see www.lithonia.com/ardicolors
or Architectural Colors brochure (Form No. 794.3). Powder
finish standard.
4
Sandstone
DGC
Charcoal gray
DTG
Tennis green
DBR
Bright red
DSB
Steel blue
Architectural colors (powder
finish)"
1
6
Interior coating'
HANDHOLE ORIENTATION
IMPORTANT INSTALLATION NOTES:
• Do not erect poles without having fixtures
installed.
• Factory-supplied templates must be used
when setting anchor bolts. Lithonia Lighting
will not accept claim for inconect anchorage
placement due to failure to use Lithonia
Lighting factory templates.
• If poles are stored outside, all protective
wrapping must be removed immediately
upon delivery to preventfinishdamage.
• Lithonia Lighting is not responsible for the
foundation design.
POLE-SSS
SSS Square Straight Steel Poles
TECHNICAL INFORMATION
EPA (ft ) with 1.3 gust
2
Catalog Number
Nominal
Pole Shaft Size Wall Thickness
mount ht. (ft)
(inxft)
(in)
Gauge
80mph
Max.
weight
90mph
Max.
Max.
Bolt Circle (in)
100 mph
weight
weight
Bolt Size
(in x in x in)
Approximate
ship (lbs)
SSS104C
10
4.0x10.0
0.1196
11
30.6
765
23.8
595
18.9
473
8-9
3/4x18x3
75
SSS124C
12
4.0x12.0
0.1196
11
24.4
610
18.8
470
14.8
370
8-9
3/4x18x3
90
SSS144C
14
4.0x14.0
0.1196
11
19.9
498
15.1
378
11.7
293
8-9
3/4x18x3
100
SSS164C
16
4.0x16.0
0.1196
11
15.9
398
11.8
295
8.9
223
8-9
3/4x18x3
115
SSS184C
18
4.0x18.0
0.11%
11
12.6
315
9.2
230
6.7
168
8-9
3/4x18x3
125
SSS20 4C
20
4.0x20.0
0.1196
11
9.6
240
6.7
167
4.5
150
8-9
3/4x18x3
140
SSS 20 4G
20
4.0x20.0
0.1793
7
14
350
11
275
8
200
8-9
3/4x30x3
198
SSS20 SC
20
5.0x20.0
0.1196
11
17.7
443
12.7
343
9.4
235
10-12
1x36x4
185
SSS205G
20
5.0x20.0
0.1793
7
28.1
703
21.4
535
16.2
405
10-12
1x36x4
265
SSS 25 4C
25
4.0x25.0
0.1196
11
4.8
150
2.6
100
1
50
8-9
3/4x18x3
170
SSS25 4G
25
4.0x25.0
0.1793
7
10.8
270
7.7
188
5.4
135
8-9
3/4x30x3
245
SSS255C
25
5.0x25.0
0.1196
11
9.8
245
6.3
157
3.7
150
10-12
1x36x4
225
SSS2S5G
25
5.0x25.0
0.1793
7
18.5
463
13.3
333
9.5
238
10-12
1x36x4
360
4.4
110
2.6
65
8-9
3/4x30x3
295
2
50
-
-
10-12
1x36x4
265
SSS 30 4G
30
4.0x30.0
0.1793
7
6.7
168
SSS30SC
30
5.0x30.0
0.1196
11
4.7
150
SSS30 SG
30
5.0x30.0
0.1793
7
10.7
267
6.7
167
3.9
100
10-12
1x36x4
380
SSS306G
30
6.0x30.0
0.1793
7
19
475
13.2
330
9
225
11-13
1x36x4
520
SSS3SSG
35
5.0x35.0
0.1793
7
5.9
150
2.5
100
-
-
10-12
1x36x4
440
SSS3S6G
35
6.0x35.0
0.1793
7
12.4
310
7.6
190
4.2
105
11-13
1x36x4
540
SSS 39 6G
39
6.0x39.0
0.1793
7
7.2
180
3
75
--
-
11-13
1x36x4
605
POLE DATA
BASE DETAIL
Shaft base
size
Bolt
circle
A
Bolt
projection
B
Base
square
C
Template description
Anchot bolt
description
Anchor bolt and
template number
4"C
8-1/2"
2-3/4"-4"
8"
ABTEMPLATE PJ50004
AB18-0
ABSSS-4C
4"G
8-1/2"
2-3/4"-4"
8"
ABTEMPLATE PJ50004
AB30-0
ABSSS-4G
5"
10"-12"
3-3/8"-4"
11"
ABTEMPLATE PJ50010
AB36-0
ABSSS-5
6"
11"-13"
3-3/8"-4"
12-1/2"
ABTEMPLATE PJ50011
AB36-0
N/A
A
IMPORTANT:
• These specifications are intended for general purposes only. Lithonia reserves the right to change material or design,
without prior notice, in a continuing effort to upgrade its products.
f*
LITHONIA
LIGHTING*
P0LE sss
An **AeuityBrands Company
OUTDOOR:
One Lithonia Way Conyers, GA 30012
Phone:800-279-8041
Fax:770-981-1209
www.lithonia.com
©1994-2012 Acuity Brands Lighting, Inc. Allrightsreserved. Rev. 08/08/12
DESCRIPTION
® COOPER LIGHTING - LUMARK®
The Lumark Wal-Pak Series of wall luminaires provides traditional
architectural style with high performance energy efficient illumination.
Rugged die-cast aluminum construction, stainless steel hardware along
ith a sealed and gasketed optical compartment make the Wal-Pak
.irtually impenetrable to contaminants. IP65 Rated. Six available lamp
sources including patent pending energy efficient LED, pulse start metal
halide, compact fluorescent, ceramic metal halide, standard metal halide
and high pressure sodium. UL/cllL wet location listed. The Wal-Pak wall
luminaire is ideal for pathway illumination, building entrances, vehicle
ramps, schools, tunnels, stairways and loading docks.
Catalog #
Project
Comments
Prepared by
SPECIFICATION FEATURES
Housing
Rugged one-piece die-cast
aluminum housing and hinged,
removable die-cast aluminum
door. One-piece silicone gasket
seals the optical chamber. UL
1598 wet location listed and
IP65 ingress protection rated.
Not recommended for car wash
applications.
Electrical
Ballasts, LED driver and related
electrical components are hard
mounted to the die-cast housing
for optimal heat sinking and
operating efficiency. Wiring is
extended through a silicone gasket
at the back of the housing. Three
yj" threaded conduit entry points
allow for thru-branch wiring. LED
thermal management system
incorporates both conduction and
natural convection to transfer
heat rapidly away from LED
ource. Integral LED electronic
driver incorporates internal fusing
designed to withstand a 3kV
surge test and is Class 2 rated
for 120-277V with an operating
temperature of -30° to 60°C.
Wal-Pak LED systems maintain
greater than 70% of the initial
light output after 50,000 hours
of operation. UL listed HID high
power factor ballasts are Class H
insulation rated (metal halide: 150,
175, 200, 250, 320, 350, 400W [-30°C
/ -20°F], (high pressure sodium:
50, 70, 100, 150, 250, 400W [-40°C /
-40°F]. High efficiency HID ballasts
are available in 120V, 208V, 240V,
277V, 347V and 480V. Compact
fluorescent high power factor
ballasts are Class P insulation rated
for 120-277V and have a starting
temperature of -18°C / 0"F.
Optical
Highly reflective anodized
aluminum reflectors provide high
efficiency illumination. Optical
assemblies include impact resistant
borosilicate refractive glass,
Solite™ flat diamond patterned
glass and full cutoff IESNA
compliant configurations. Patent
pending, solid state LED luminaires
are thermally optimized with 2400
or 4000 sourced lumen package
modules. HID models are offered
in horizontal medium or mogul-
based metal halide [MH / MP] or
high pressure sodium [HP] lamps.
T6 ceramic metal halide [CM] and
4-pin compact fluorescent [CF]
lamp models offer high efficiency
energy saving illumination.
Door Assembly
Single point, captive stainless steel
hardware secures the removable
hinged door allowing for ease of
installation and maintenance. Door
assembly is hinged at the bottom
for easy removal, installation and
re-lamping.
Finish
Housing and door are protected
with 5-stage TGIC dark bronze
polyester powder coat paint.
Premium TGIC power coat finishes
withstand extreme climate changes
while providing optimal color and
gloss retention. Optional premium
colors are available.
DARK SKY FC0
COMPLIANT Full Cutoff
DIMENSIONS
BOROSILICATE GLASS DOOR (GLI
Small 11-3/8" I290mm]
"Large 12-3/4" [323mml
COOPER Lighting
FULL CUTOFF DOOR IFC)
Small 15" [381mm|
Large 16-1/4" |414mm)
WP WAL-PAK
2400 - 4000 Lumens LED
39 - 400W
High Pressure Sodium
Pulse Start Metal Halide
Metal Halide
Ceramic Metal Halide
32 - 140W
Compact Fluorescent
FLAT SOUTH GLASS DOOR (FLI
E N E R G Y DATA
Reactor Ballast Input Watts
50W HPS NPF (58 Watts)
70W HPS NPF (82 Watts)
100WHPS NPF (118 Watts)
150W HPS NPF (175 Watts)
High Reactance Ballast Input Watts
50W MP HPF (69 Watts)
70WMPHPF(94Watts)
100W MP HPF (129 Wans)
150W MP HPF (185 Watts)
CWA Ballast Input Watts
200W HPS HPF (250 Watts)
200W MP HPF (227 Watts) ®
250W MP HPF (283 Watts) ®
320W MP HPF (365 Watts) ®
350W MP HPF (400 Watts) ®
400W HPS HPF (465 Watts)
400W MP HPF (452 Watts) ®
Small 11-3/8" (290mml
Large 12-3/4" [ 3 2 3 m m f
NOTE: Specifications and dimensions subject to change without notice.
Visit o u r w e b site at w w w . c o o p e r l i g h t i n g . c o m
www.cooperllghtlng.com Customer First Center 1121 Highway 74 South Peachtree City, GA 30269 770.486.4800 FAX
WALL MOUNT LUMINAIRE
T E C H N I C A L DATA
UL/cUL Wet Location Listed
IP65 Rated
40°C Maximum Ambient Temperature
External Supply Wiring 90°C Minimum
EISA ©, ARRA, Title 20 Compliant
LM79/LM80 Compliant
770.486.4801
SHIPPING DATA
Approximate Net Weight:
32-42 lbs. (15-19 kgs.)
ADH092103 pc
2013-06-14 09:08:16
WP WAL-PAK
ORDERING INFORMATION
SAMPLE NUMBER: MPWP-GL-250-MT-2EM/SC/MR
WP
Lamp Type
MP=Pulse Start
Metal Halide
HP=High Pressure
Sodium
LD=Solid State
Light-Emitting
Diodes (LED)
CF= Compact
Fluorescent
CM=Ceramic Metal
Halide
MH= Metal Halide
1
2
3
Lamp
Wattage'
Series
WP= Wal-Pak
LEO
Door Type
2A=(2 Package), 28W
4A=(4 Package), 40W
4
GL= Borosilicate
Glass Door
FC= Full Cutoff
Door
FL= Flat Solite
Glass Door
PL=Polycarb
Refractor
Door
50=50W
7O=70W
100=100W
150=150W
20O=200W
250=250W
320=320W
350=350W
400=400W
MH
175=175W
250=250W
400=400W
UL
50=50W
70=70W
100=100W
150=150W
250=250W
4O0=400W
CM
39=39W
70=70W
100=100W
150=150W
CF
32=32W
42=42W
57=57W
70=70W
64=(2-32l
84=12-42)
114=(2-57)
140=12-70)
Voltage'
Options
120V=120V
208V=208V
240V=240V
277V=277V
347V=347V '
480V=480V
DT=Dual-Tap
MT=Multi-Tap
TT=Tri-Tap
5T=5-Tap
E= Electronic
Ballast'
ED=Electronic
LED Driver
Accessories
WG/WPGUWire Guard Borosilicate
CEC=California Title 20 Compliant
Glass Lens Door
Ballast I200-400W Pulse Start
WG/WPFC=Wire Guard Full Cutoff Door
MP Only)
WG/WPFL=Wire
Guard FL Lens Door
F1=Single fuse ™
TR/WP=Tamper Resistant Screw and Bit
F2=Double fuse "
VS/WPGL=Polycarbonate Vandal Shield for
PE=Photocontrol button
Borosilicate Glass Lens Door
LL-lncludes lamp
BK=8lack housing
WH=White housing
GM=Graphite Metallic housing
AP=Grey housing
DP=Dark Platinum housing
DIMA=CF Dimming Ballast
DIMB=CF Dimming Ballast
SGL=Solite Glass L e n s
0=Quartz Restrike T4 Lamp "
EM=Emergency Quart2 Restrike T4 Lamp with Time Delay Relay
EM/SC=Emergency Separate Circuit T4 Lamp
QMR=Emergency Back-Up 1-MR16 Lamp
2QMR=Emergency Back-Up 2-MR16 Lamps "
2QMR/SC=Emergency Back-Up MR16 and EM separate circuit 2-MR16 Lamp
EMMR=Emergency Back-Up 1-MR16 Lamp with Time Delay Relay
2EMMR=Emergency Back-Up 2-MR16 Lamps with Time Delay Relay '
2EMMR/SC=Emergency Back-Up 1-MR16 Lamp with Time Delay Relay
and EM Separate C i r c u i t ~
EM/SC/MR=Emergency Back-Up Separate Circuit 1-MR16 Lamp, 14. 16. 18
, 14. IS. 18
2EM/SC/MR=Emergency Back-Up Separate Circuit 2-MR16 Lamps "
EM/SC/12V=Emergency Separate Circuit 12V 1-MR16 Lamp * * * "
2EM/SC/12V=Emergency Separate Circuit 12V 2-MR16 L a m p s - * "
EMI40=Emergency Cold Temperature UL 924 CF Power Pack 1 Lamp
EMI40/2L=Emergency Cold Temperature UL 924 CF Power Pack 2 Lamp ™
CF-EM=Emergency UL924 CF Power Pack 1 Lamp *
CF-EM/2L=Emergency UL924 CF Power Pack 2 Lamp "
EMLED-CD-LED Battery Back-Up Cold Temperature
1 0
2
11
11
12
13
1 3
K 1
14,15
, 4
, s
r
1
STOCK SAMPLE NUMBER - LAMP INCLUDED
14
1
1 8
SAMPLE NUMBER: WPP40C
1
2 0
Series
IWP=Wal-Pak
Lamp Type
L=LED
P=Pulse
St8rt
Metal
Halide
S=High
Pressure
Sodium
Lamp
Wattage
2A=28W
4A=40W
10=100W
15=150W
25=250W
32=320W
40=400W
Door/Glass Type
Blank=Standard
C=Full Cutoff Door
NOTES: Options not available with stock products. Refer to standard
order information to add options. MT is standard. Lamp Type: MP
not available in 100W HPS not available in 320W or Full Cutoff IC] Door.
Borosilicate glass door is standard. 2A and 4A models available in
LED only. LEO models are 120-277V.
LED LUMEN TABLE
BUG RATING
Borosilicate Glass Door (GL)
LDWP-GL-2A-ED
LDWP-GL-4A-ED
Polycarbonate Lens (PL!
LDWP-PL-2A-ED
LDWP-PL-4A-EO
B
u
G
Delivered
Lumens
2 2
0
i
3
3
2
2
1836
2795
Flat Lens Door (FL)
LDWP-FL-2A-ED
LDWP-FL-4A-ED
0
3
3
2
2
1508
2297
Full Cutoff Door (FC)
LDWP-FC-2A-ED
LDWP-FC-4A-ED
1
For more information on the IES BUG (Backlight-Uplight-Glare) Rating visit
Delivered
Lumens
B
U
G
0
0
2
3
1
1
1454
2084
0
0
1
i
i
i
1090
1313
2 2
www.iesna.org/PDF/Trrratas/TM-15-07BugRatingsAddendum.pdf
NOTES: 1 CF Single lamp offered in all door configurations. CF dual lamp models not offered with FL door type. 70W models not available with EMI40-2L, CF-EM, CF-EM-2L. CF not available in 347V.
2 All CM models offered with T6 envelope G12 lamp base. T6 Lamp included with CM models. Order LL with CM models. Ceramic Metal Halide (CM) is available with (MP) pulse start metal halide or E - Electronic Ballast.
400W MP must be ordered with LL option to be Title 20 Complaint.
3 MH products available for non-US markets only.
4 Small housing offered for 175W and below, CF and LD models. Large housing for 200W-400W. FL door not available with CF or 200-400W models.
Polycarbonate lens available in models up to 175W max including LD. Polycarbonate lens not available with full cutoff door or FL models. Solite stipple glass is standard for FL lens. Clear glass
is standard for full cutoff door types except for LD. LD full cutoff door is standard with solite glass.
5 LED packages based on 67 CRI/5000K package at 25°C ambient. MH and MP 175W and below are medium base all others are mogul base.
CF 64, 84, 114 and 140 models are offered in borosilicate glass and full cutoff doors only. In cold temperatures, compact fluorescent lamps produce lower illumination levels. CF 140 models and 400W HPS rated for 25"C.
6 See Voltage Chart for descriptions. 5T available in 400W MH models only. 90*C Rated wire required for thru-branch wiring for units 175W and lower. 105°C Rated wire required for
thru-branch wiring for units 200W and higher. Thru-branch wiring is rated for 40*C for LD and 175W and below. Higher wattage thru-branch wiring is rated for use in 25°C ambient operating environments.
7 347V not available with thru-branch wiring. For 347 or 480V LD specify voltage. ED will be supplied with integral step down transformer. 347V not available with CF lamps.
8 Available with 70-15GW MP or CM lamps. E is standard for all CF models. All electronic ballasts are universal 120-277V.
9 Not all options can be combined. Only one emergency or battery back-up option available within the fixture. CF Models utilize EMI40, EMW0/2L, CF/EM or CF-EM/2L option for emergency egress. LD Models utilize
EM-LED or EMLED-CD options only for battery back-up.
10 Must specify voltage. F1=120, 277 or 347V, F2=208, 240 or 480V. PE=120. 208, 240 or 277V.
11 DIMA dimming ballast, specify number of lamps, available for 1 or 2-26W or 1-32W, 1-42W. DIMB available for 2-42W, 1-57W or 1-70W.
12 SGL optional on HID and CF models only. See note number 4.
13 Q or EM not available with LD orE electronic ballast. Q or EM Minimum HID wattage is 70 watts. EM/SC available in 120V only, EM/SC not available with LD. Maximum 100W 120V T4 DC Bayonet Quartz lamp.
Lamp supplied by others.
14 OMR, 2QMR, EMMR, 2EMMR & 2EMMR/SC not available with LD or E electronic ballast Minimum HID wattage is 70 watts.
15 1 or 2 GUIObase 50W max - 120V Halogen. Lamps supplied by others. EM/SC/MR, 2EM/SC/MR, EM/SO 12V, 2EM/SC/12V not available with LD.
16 Emergency lamp leads out of the back of the unit to auxiliary power. Lamps independently wired to separate circuits.
17 Low Voltage 1 or 2 GU5.3 MR16 base, 12V DC, 35W max. Lamps supplied by others.
18 For use in 25"C ambient operating temperature environments. EMI40, EMI40/2L used for CF lamps. Specify 120 or 277V. EMI40 supports 1-70W CF max, EMI40/2L supports 2-32W CF max. Minimum -1B"C/-4**F.
19 For use in 25"C ambient operating temperature environments. Specify 120 or 277V, CF-EM supports up to 1-57W CF. CF-EM/2L supports 2-18W CF, 18W lamps supplied by others. Minimum temperature is 32*CA)*F.
20 EMLED-CD available with 4A models only. For use in 25*C ambient operating temperature environments. Specify 120 or 277V. EMLED-CD minimum -20*O-4 F. Battery pack is a UL recognized component.
21 Order separately.
22 Delivered lumens subject to change. Consult IES file for details.
8
LAMP TYPE
Pulse Start Metal Halide
Metal Halide
Pressure Sodium
jramic Metal Halide
j Compact Fluorescent
LED
COOPER Lighting
www.cooperlighting.com
WATTAGE
50, 70, 100, 150,200, 250, 320, 350,400W
175.250.4O0W
50,70,100,150, 250.400W
39.70,100, 150W
111 32. (1) 42. (1) 57. (11 70. (2) 32, (2) 42. (21 57.12) 70
2A (2 Package) 28W, 4A (4 Packaqe) 40W
VOLTAGE CHART
DT=Dual-Tap
MT=Multi-Tap
TT=Tri-Tap
5T=5Tap
E=Electronic Ballast
ED=Eledronic LED Driver
120/277 (wired 277V)
120/208/240/277 (wired 277V)
120/277/347 (wired 347V)
120/208/240/277/480 (wired 480V)
120-277V (Universal) (50/60 HZ)
120-277V (Universal) (50/60 HZ)
NOTE: Specifications and dimensions subject to change without notice.
Visit our w e b site at w w w . c o o p e r l i g h t i n g . c o m
Customer First Center 1121 Highway 74 South Peachtree City, GA 30269 770.486.4800 FAX
770.486.4801
ADH092103pc
2013-06-14 09:08:16
Appendix F |
|
|
|
Appendix G EW
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PHONE: 506 857-1675 ~ FAX: 506 857-1679
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MONCTON, NEW BRUNSWICK
CANADA E1E 4C8
PHONE: 506 857-1675 ~ FAX: 506 857-1679
WWW.WSPGROUP.COM
EW
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71-UNIT APARTMENT
NORTHERN PROPERTY REIT
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67-2+1
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Feb. 5, 2014
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55 DRISCOLL CRESCENT
MONCTON, NEW BRUNSWICK
CANADA E1E 4C8
PHONE: 506 857-1675 ~ FAX: 506 857-1679
WWW.WSPGROUP.COM
EW
EW
PROJECT
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71-UNIT APARTMENT
NORTHERN PROPERTY REIT
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CITY
67-2+1
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PROVINCE
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55 DRISCOLL CRESCENT
MONCTON, NEW BRUNSWICK
CANADA E1E 4C8
PHONE: 506 857-1675 ~ FAX: 506 857-1679
WWW.WSPGROUP.COM
PROJECT
71-UNIT APARTMENT
NORTHERN PROPERTY REIT
CITY
67-2+1
6
PROVINCE
DRAWING
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EOH
EOH
EOH
EOH
EOH
EOH
EOH
EOH
EOH
EOH
EOH
EOH
EOH
EOH
EOH
EOH
EOH
EOH
EOH
EOH
EOH
EOH
EOH
EOH
EOH
EOH
EOH
EOH
EOH
EOH
EOH
EW
EW
ESTM
ESTM
EOH
EW
EW
EW
EW
ESTM
ESTM
ESTM
EW
EW
ESTM
EW
ESTM
EW
ESTM
EW
EW
EW
EW
ESTM
ESTM
ESTM
EW
ESTM
EW
EW
ESTM
EW
ESTM
EW
EW
ESTM
ESTM
STM
Ź
STM
Ź
STM
Ź
STM
Ź
STM
STM
Ź
Ź
STM
STM
Ź
Ź
STM
STM
Ź
Ź
STM
STM
Ź
Ź
STM
STM
Ź
Ź
EW
Ź
STM
Ź
STM
Ź
STM
Ź
STM
Ź
STM
Ź
EW
STM
STM
ESTM
STM
STM
Ź
STM
Ź
STM
STM
STM
Ź
STM
STM
STM
Ź
STM
STM
STM
STM
STM
Ź
STM
STM
STM
EW
STM
STM
STM
STM
Ź
ESTM
STM
STM
STM
STM
STM
STM
STM
Ź
STM
STM
STM
EW
STM
STM
Ź
Ź
EW
M
ST
M
ST
M
ST
Ź
ESTM
M
ST
EW
EW
ESTM
M
ST
Ź
M
ST
M
ST
M
ST
EW
M
ST
ESTM
Ź
ESTM
M
ST
EW
EW
EW
EW
TM
ES
TM
ES
EW
EW
TM
ES
EW
TM
ES
EW
EW
TM
ES
EW
TM
ES
PRIME CONSULTANT
EO
H
EO
H
H
EO
EW
TM
ES
EW
H
EO
EOH
E
STM
EOH
EOH
EW
EW
EOH
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EOH
EOH
TM
ES
EOH
EW
TM
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EOH
EOH
EW
EOH
TM
ES
EW
EW
TM
ES
Feb. 5, 2014
CIVIL
EW
TM
ES
EW
TM
ES
EW
EW
55 DRISCOLL CRESCENT
MONCTON, NEW BRUNSWICK
CANADA E1E 4C8
PHONE: 506 857-1675 ~ FAX: 506 857-1679
WWW.WSPGROUP.COM
EW
EW
PROJECT
EW
EW
71-UNIT APARTMENT
NORTHERN PROPERTY REIT
EW
EW
CITY
67-2+1
6
PROVINCE
DRAWING
EW
EW
C-104-DRAINAGE
1/
Appendix H Parking Area
Parking Area
Lay Down Storage Area
Security Fencing
Lay Down Storage Area
Security Fencing