WHITEMUD EQUINE CENTRE REDEVELOPMENT

Transcription

October 6, 2014
Dub Architects Limited
Schematic Design Report
TABLE OF CONTENTS
PROJECT BACKGROUND
3
SITE INFORMATION
5
CODE ANALYSIS
7
ARCHITECTURAL 9
STRUCTURAL23
MECHANICAL25
ELECTRICAL27
CIVIL33
COST ESTIMATE
35
SCHEDULE43
APPENDIX A45
CITY OF EDMONTON | Whitemud Equine Centre Redevelopment Schematic Design Report
1
Aerial Photo with Whitemud Equine Centre highlighted
2
DUB ARCHITECTS LTD.
PROJECT BACKGROUND
DESIGN TEAM
Located in Edmonton’s river valley, the Whitemud Equine Centre features 48 acres of land and offers our
city a variety of equine experiences. These experiences include lesson programs for all ages, the Little Bits
Therapeutic Riding Association (LBTRA) programs for persons with disabilities, equestrian competitions
and events, and City of Edmonton River Valley day camps.
Situated between Fox Drive and the south bank of the North Saskatchewan River, the property was
originally a farmstead owned by Frederick Keillor and is now city owned and leased to the Whitemud
Equine Learning Centre Association (WELCA).
The existing building that accommodates the indoor riding arena, stables, and offices is in poor condition
and has exceeded it’s life span. The arena and stables are uninsulated and only partially heated. The
offices are located in modular trailers that have deteriorated to a condition in which they are becoming
unfit for occupancy.
In 2011, WELCA developed a Detailed Business Plan based on a new facility valued at $16M. Due to
funding realities and the urgency associated with replacing the existing facility, the business plan has been
re-evaluated and a phased approach has been developed. As outlined in the 2014 Business Case Update,
the first phase involves essentially replacement of the existing indoor riding arena, attached stables, and
administrative area. A replacement building that features insulation, heating, and plumbing will provide
WELCA and LBTRA with the ability to extend their programs into colder months of the year. The proposed
size of the Indoor Riding Arena is also larger than the existing facility to provide the organizations with the
ability to run concurrent programs.
The proposed design will provide WELCA and LBTRA with a modernized facility that offers riders a safer,
more accessible and more comfortable experience and allows the organizations to expand their programs
and number of riders.
Prime Consultant
Architectural: Dub Architects
Gene Dub
Michael Dub
Bobby Harris
Chris Woodroffe
Sub-Consultants
Structural: Fast + Epp
Paul Fast
Derek Ratzlaff
Tanya Luthi
Mechanical: Arrow Engineering
Michael Ream
Electrical: Arrow Engineering
Kevin Mattai
Civil: Arrow Engineering
Channing McRae
Cost Consultant: CAP Quantity Surveying
Curtis Cameron
City of Edmonton
Nicole Howard
Trish Kuffler
Corrine Bishop
Lynda Bourak
Whitemud Equine
Learning Centre
Association
Diane David
Jessica Hall
Trevor Christman
Devon Craig
Little Bits Therapeutic
Riding Association
Linda Rault
Jodee McKinney
3
Photo from existing gravel parking lot looking west towards proposed building location
4
DUB ARCHITECTS LTD.
SITE INFORMATION
In August, 2014 Dub Architects was engaged to design phase one of the new facility. Following a start-up
meeting, we visited the site and toured the existing facility to gain a better understanding of the building
requirements and parameters. We also toured three similar indoor riding arenas in the Edmonton area
that were recently built to review and compare structures, materials, systems, and details.
The Whitemud Equine Centre is situated within a prominent site in Edmonton’s River Valley. Surrounded
by trees on all four sides, the site is relatively concealed from neighbouring residential areas and other
developments. Fox Drive forms a boundary on the south side of the site, while Keillor Road and the North
Saskatchewan River form a boundary on the north side. Fox Drive receives a large volume of traffic and
any new development will be highly visible from the road. As the Equine Centre lies at the bottom of the
valley, the roof of any new development will also be visible to traffic traveling west on Fox Drive.
Photo of existing indoor riding arena
Photo of existing hay shelter and garage with existing arena beyond
5
Photo looking south at proposed building location
6
Photo looking west at proposed building location
DUB ARCHITECTS LTD.
CODE ANALYSIS
ZONING REGULATIONS
BUILDING CODE
ZONE
APPLICABLE CODE
Alberta Building Code 2006
OCCUPANCIES
Indoor Riding Arena
Stables
Offices
Group A, Division 3
Group F, Division 3
Group D (A) Metropolitan Recreation Zone
DISCRETIONARY USES
Includes: Community Recreation Services, Indoor Participant Recreation Services
SETBACKS
The minimum Front Setback shall be 7.5 m.
The minimum Rear Setback shall be 7.5 m.
The minimum Side Setback shall be 7.5 m.
The maximum Building Height shall be 10.0 m unless otherwise approved by the Development Officer
where deemed appropriate for the Use.
OTHER
- An environmental review for all developments may be required prior to the issuance of a Development
Permit at the discretion of the Development Officer.
- Signs shall comply with the regulations found in Schedule 59H.
PARKING
-A Traffic and Parking Impact Assessment was completed in 2012 by IBI Group based on a previous design
with two Indoor Riding Arenas, similar to the full Phase 1 and 2 build-out.
-An existing gravel parking lot serves the existing Equine Centre. The intent is to replace the existing Indoor
Riding Arena, attached stables and office space with a new building. The parking requirement for the new
building is not anticipated to increase.
Major Occupancy
Subsidiary Occupancy
Subsidiary Occupancy
CLASSIFICATION [3.2.2.33] Group A, Division 3, One Storey, Any Area, Sprinklered.
Maximum Allowable Area: 7200 m2
Actual Area: Main Floor:
3600 m2
Number of Storeys:
1
Facing Number of Streets:
1
Floor Assemblies:
No fire separations required
Load Bearing Assemblies:
No fire separations required
Roof Assembly:
No fire rating required
Material:
Combustible or Non-Combustible
Sprinkler System:Required
3.2.4.8.(1)
Annunciator and Zone Indication: Annunciator panel located at building entrance.
Occupancy:
- Indoor Riding Arena Seating
- Multipurpose Room
- Office Area
- Staff Room
Based on Table 3.1.17.1
100 Spectator Seats
56m2 @ 1.85m2 / person = 31
140m2 @ 9.3m2 = 15
7.2.2.6.(1)
Water Closets for Assembly Occupancies: Based on Occupant load and Table 7.2.2.6.(A)
Occupant Load of 200 (Assumed maximum, will be refined in Design Development)
Assume ratio of 125 Female, 75 Male
100 Female: 5 water closets, three lavatories
75 Male: 2 water closets, one lavatory
Fire Separations
3.6.2.1.(2,6)
1 Hr FRR required at Mechanical and Electrical Rooms.
3.3.1.26.(1)
Storage Room: 45 min FRR required.
3.3.1.21.(3)
Janitors’ Room: No FRR required as the building is sprinklered throughout.
7
OPTION A
8
OPTION B
DUB ARCHITECTS LTD.
ARCHITECTURAL
A concept plan was developed by IBI Group in March 2014. Upon project start-up, Dub Architects reviewed
the conceptual work and developed four configuration options. These variations examined relationships
between the major program elements, such as placement of the administrative area and circulation within
the stables. After reviewing with the Project Team, Option D was selected to move forward with.
Option D offers the following benefits:
-The stables are served by a single corridor, thus minimizing circulation area
-As the footprint of the stables is narrow compared to Options A and B, the horse stalls will have improved
access to daylight
-The administrative area is located such that it can be expanded to in a future phase, rather than
repurposed and rebuilt elsewhere as noted in the Business Case Update (2014)
OPTION C
OPTION D
9
2014-10-06
ARCHITECTS AND HUGHES COND
ARCHITECTS (HCMA). DUB AND H
COPYRIGHT AND OWNERSHIP IN
WHICH CANNOT BE USED FOR AN
THE EXPRESS WRITTEN CONSEN
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SIR WILFRID
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ISSUE DESCRIPTION
REVISION
ISSUE DATA
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SEAL
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CONSULTANTS
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AD
RO
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AV
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LG
BE
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E
RIV
XD
FO
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SA
SK
AT
CH
EW
AN
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XXX X
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DR
IVE
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PERMIT
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PROPOS
BUILDING
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LOCATIO
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EXISTING
ARENA
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ACC
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WHITEMUD
EQUESTRIAN
PARK
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RAIL
OR T
KEILL
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PROPERTY LINE
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NORTH
SASKATCHEWAN
RIVER
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WHITEMUD
EQUESTRIAN
PARK
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OP
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LIN
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PROJECT LOCATION
MUNICIPAL ADDRESS
12504 - FOX DRIVE NW
EDMONTON, ALBERTA
E
Y LIN
PERT
PRO
WD
VIE
ND
GRA
WHITEMUD PARK
LEGAL DESCRIPTION
LOT 2, BLOCK , PLAN 9825678
E
RIV
122 STREET
GENREAL SITE INFORMATION
AREA = 721,303.678 m2
NEIGHBOURHOOD: RIVER VALLEY WHITEMUD
WARD 10
LOCATION: 13204 - FOX DRIVE
PROPERTY LINE
63 AVENUE
x
x
x
DRAWING TITLE:
LOCATION PLAN
FENCE LINE
ALL DIMENSIONS ARE IN MILLIMETER
SCALE As indicated
Y
RT
PE
O
PR
DRAWN BY
N
1
LOCATION PLAN
1 : 3000
Author
DATE
DUB ARCHITECTS
LTD.Issue Date
E
N
LI
D:\Bobby\Documents\Locals\1409-WEC_bharris.rvt
PROJECT:
WHITEMUD EQUINE
REDEVELOPMENT
DRAWING LEGEND
PROJECT PROPERTY LINE
10
CONSULTANT PROJECT NO. 1409
ZONING DESIGNATION
LAND USE BYLAW - 12800
(A) METROPOLITION RECREATION ZONE
REVIEWED BY
DATE
Issue Date
PROPERTY LINE
CHECKED BY
DATE
CAD FILE NAME:
Checker
Issue Date
D
1
P
The proposed building location is to the west of
the existing gravel parking lot and existing indoor
riding arena. The site is currently being used as
pasture land, is relatively flat, and free from existing
trees. The intent is for the new facility to utilize the
existing gravel parking lot. The lot will be revised
to add a drop-off at the entrance to the building.
A paved concrete apron will be situated adjacent
to the building entrance to improve wheelchair
access.
The existing building will remain in use during
construction of the new building. Once the new
building is completed and occupied, the old
building will be demolished and the site regraded
and seeded.
New shrubs and trees will be concentrated on
the south of the building near the parking lot.
Landscaping around the north and west sides of the
building will be minimal with the intent for these
areas to remain as pasture.
11
12
DUB ARCHITECTS LTD.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
80600
3000
3800
4100
3700
6000
6000
6000
6000
6000
6000
6000
6000
6000
6000
6000
4
11 m²
5
11 m²
6
9 m²
7
9 m²
8
9 m²
9
9 m²
10
9 m²
11
9 m²
12
9 m²
13
9 m²
14
9 m²
15
9 m²
26
9 m²
25
9 m²
24
9 m²
23
9 m²
22
9 m²
16
9 m²
17
9 m²
18
9 m²
19
11 m²
10150
3
10 m²
MUCK
5 m²
2
9 m²
10150
STORAGE
5 m²
A
1
10 m²
FEED
29 m²
36
9 m²
35
9 m²
34
9 m²
33
9 m²
32
9 m²
31
9 m²
30
9 m²
29
9 m²
28
9 m²
27
9 m²
21
9 m²
20
9 m²
MUCK
6 m²
MUCK
6 m²
MED SUPPLIES
6 m²
HORSE STABLES
STORAGE
14 m²
B
TACK ROOM (WELCA)
26 m²
TACKING (WELCA)
43 m²
WASH
22 m²
OCCUPANCY LEGEND
28300
28300
RIDING ARENA
1504 m²
Administration & Support
57208
Indoor Riding Arena
Stables & Barn
Lift
Storage
UP
UP
ramp
ramp
CIRCULATION / SEATING
282 m²
C
JANITOR
7 m²
STAFF STORAGE
14 m²
TACK ROOM (LBTRA)
27 m²
TACKING (LBTRA)
58 m²
GROOM
23 m²
W/C
10 m²
LOCKER ROOM
31 m²
RECEPTION / WAITING
43 m²
MULTIPUPOSE ROOM
56 m²
STAFF ROOM
60 m²
ELECTRICAL
12 m²
18758
OPEN OFFICE
86 m²
W/C
17 m²
W/C
25 m²
STORAGE
11 m²
STORAGE
11 m²
OFFICE
11 m²
OFFICE
11 m²
MECHANICAL
36 m²
D
FLOOR PLAN
1
Level 1
1 : 150
13
AREA SUMMARY
Functional Program
Indoor Riding Arena
Riding Arena
• Riding Surface
• Circulation Around Arena
Rider‐to‐Horse Transfer Ramp
Spectator Seating
Lockers / Change Area
Washroom
Barrier Free Physio / Warm‐up
Subtotal Net
Stables & Barn
Horse Stalls
Tacking Stalls, LBTRA
Tacking Stalls, WELCA
Tack Room, LBTRA
Tack Room, WELCA
Feed Room
Tack Lockers
Grooming Stalls
Washracks / Ferrier / Vet Room
Muck Bucket Alcoves
Toilet, Barrier Free
Subtotal Net
14
Units
Area/Unit
Net Area (sq. m.)
1
1
1
100
12
2
1
1200.0
600.0
18.0
1200.0
600.0
18.0
Units
37
6
6
1
1
1
37
2
2
3
2
1.0
5.0
18.6
12.0
10.0
18.6
1858.6
Functional Program
Area/Unit
Net Area (m²)
(m²)
9.3
344.1
9.3
55.8
9.3
55.8
26.0
26.0
26.0
26.0
27.0
27.0
0.6
22.2
9.3
18.6
9.3
18.6
3.6
10.8
5.0
10.0
614.9
Area/Unit
Net Area (m²)
(m²)
Units
1
1
100
0
0
0
1504.0
282.0
0.0
0.0
0.0
1504.0
282.0
0.0
0.0
0.0
1823.7
Area/Unit
Net Area (m²)
(m²)
Units
36
9.2
332.0
6
9.7
58.0
6
7.2
43.0
1
27.0
27.0
1
26.0
26.0
1
29.0
29.0
0
0.0
0.0
2
11.5
23.0
2
17.0
28.0
3
13.0
17.0
0
0.0
0.0
1154.1
Differential Area
(m²)
304.0
‐318.0 ‐18.0 0.0
‐12.0 ‐10.0 ‐18.6 ‐34.9 Differential Area
(m²)
‐12.1 2.2
‐12.8 1.0
0.0
2.0
‐22.2 4.4
9.4
6.2
‐10.0 539.2
Comments
Proposed Arena size is 24 x 64m and allows for additional programming
Area is included in Circulation Around Arena total
Area is included in Circulation Around Arena total. Develop in next stage.
See Public Washrooms in Administration Area
Comments
Lockers may be integrated into horse stalls. Develop in next stage.
Combined with Washroom for Staff in Administration Area.
DUB ARCHITECTS LTD.
Functional Program
General Office
LBTRA Executive Director Enclosed Office
LBTRA Fund Development Enclosed Office
WELCA Executive Director Enclosed Office
WELCA Fund Development Enclosed Office
Open Office
Reception Counter
Waiting for 4 people
Vending Machine
File Storage
Office Storage & Business Machines
Public Female Washroom
Public Male Washroom
Janitor's Closet
Multifunction Meeting Space
• Meeting Space
• Lockers
Staff Room (Barn Staff)
• Table & Chair Seating / Lounge
• Kitchenette
• Workstation
• 12 Lockers
• Washroom for Staff
Staff Storage Room
Subtotal Net
Units
Area/Unit
1
1
1
1
1
1
4
1
1
1
0
0
1
11.0
11.0
11.0
11.0
85.0
7.5
1.4
4.0
1
1
56.0
30.0
1
1
1
1
2
0
0.0
0.0
5.0
39.9
5.6
7.5
12.0
5.0
0.0
Total Gross Area
Net Area (sq. m.)
Area/Unit
Net Area (m²)
(m²)
Units
Differential Area
(m²)
11.0
11.0
11.0
11.0
85.0
7.5
5.6
4.0
0.0
0.0
0.0
0.0
5.0
1
1
1
1
1
1
1
0
0
0
1
1
1
11.0
11.0
11.0
11.0
86.0
21.5
21.5
0.0
0.0
0.0
25.0
17.0
7.0
11.0
11.0
11.0
11.0
86.0
21.5
21.5
0.0
0.0
0.0
25.0
17.0
7.0
56.0
30.0
75.0
39.9
5.6
7.5
12.0
10.0
0.0
312.1
1
1
56.0
31.0
56.0
31.0
60.0
0.0
0.0
0.0
0.0
10.0
14.0
554.8
0.0
0.0
0.0
0.0
1.0
14.0
15.9
‐4.0 0.0
0.0
25.0
17.0
2.0
0.0
0.0
1.0
‐15.0 ‐39.9 ‐5.6 ‐7.5 ‐12.0 0.0
14.0
242.7
3532.6
‐157.4 3690.0
0
0
0
0
1
1
0.0
0.0
0.0
0.0
10.0
14.0
Comments
Will be accommodated in next stage.
Accommodated in Open Office.
Accommodated in Open Office.
Washrooms in Functional Program have been combined and enlarged to accommodate required number of fixtures per building code.
Area reduced to create Staff Storage Room.
Included in Staff Room area, to be developed in next stage.
One barrier‐free washroom.
Area of Staff Room reduced to create Staff Storage Room.
15
Exterior Materials
1. Standing Seam Metal Panel Roofing
2. Polycarbonate Clerestorey Glazing
3. Wood Grain Aluminum Metal Siding
4. Prefinished Corrugated Metal Panel
16
1
2
3
4
DUB ARCHITECTS LTD.
MATERIAL PALETTE
The proposed interior and exterior material palette for the project consists of
durable and cost-effective materials that are commonly used in agricultural
settings but can also be detailed in a more contemporary manner and fit within
the context of the River Valley location.
The intent is to employ a minimal material palette with an emphasis on using
natural materials and finishes such as clear stained wood and sealed concrete.
The laminated wood deck panel will be left as the exposed ceiling surface,
bringing the warmth and richness of wood throughout the facility. Exposing the
wood deck also minimizes construction materials and labour, as opposed to
adding a dropped ceiling.
In addition to a cost effective metal panel, we propose a wood grain aluminum
siding on the exterior that will introduce the warm aesthetic of wood without
requiring the maintenance. This will ensure the exterior of the building is
differentiated from typical low-cost pre-engineered structures and responds to
its context in the River Valley in a more sensitive way.
1
2
3
Interior Materials
1. Steel Structure and Laminated Wood Deck
2. Clear Stained Doug Fir Wood Siding
3. Sealed Concrete Floor Finish
17
Level 3
6000
Level 2
3000
Level 1
0
EAST ELEVATION
Level 3
6000
Level 2
3000
Level 1
0
SOUTH ELEVATION
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DUB ARCHITECTS LTD.
Level 3
6000
Level 2
3000
Level 1
0
WEST ELEVATION
Level 3
6000
Level 2
3000
Level 1
0
NORTH ELEVATION
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Perspective view from Fox Drive
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DUB ARCHITECTS LTD.
Perspective view from southeast
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Section view through Indoor Riding Arena, Stables and Multipurpose Room
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DUB ARCHITECTS LTD.
STRUCTURAL
General
The proposed building for the Whitemud Equine Centre will be a single-storey structure housing a riding
arena and associated support spaces. The structural design aims to develop economical solutions with
steel frames and solid timber roof elements. Careful attention to detail will be given to exposed locations
of the structure in order to provide a clean and modern aesthetic.
Design Assumptions
The building will be designed for the following load conditions as required by the 2006 edition of the
Alberta Building Code:
a) Snow Loads
Ss = 1.7 kPa
Sr = 0.1 kPa
b) Live Loads
Typical Floor Load = 4.8 kPa
c) Seismic
Sa (0.2) = 0.12
Sa (0.5) = 0.06
Sa (1.0) = 0.03
Sa (2.0) = 0.02 PGA = 0.07
Rd = 1.5
Ro = 1.3
Site Class D
d) Wind
q 1/10 = 0.32 kPa
q 1/50 = 0.45 kPa
Importance Category: Normal
Is = 1.0 (ULS Snow and Rain)
Iw = 1.0 (ULS Wind)
Ie = 1.0 (ULS Earthquake)
Foundations
Thurber Engineering Ltd. conducted a soils investigation and issued a report on February 7, 2014. Their
report is based on information gathered from six bore holes spread across the site. The subsurface is
primarily clay material to depths of approximately 8 meters, with a sand layer below the clay. The soils are
susceptible to frost action and seasonal swelling and shrinking.
Although the structural column loads are expected to be modest, pile foundations are recommended
on this particular site to minimize the potential for settlement and seasonal movements. Cast-in-place
concrete friction piles with factored friction resistance of 12 kPa are feasible; these piles should be
minimum 400mm in diameter and extend at least 7.5 meters below existing grade per the geotechnical
engineer’s recommendations. At the edges of the arena, where the longest span is required and loads will
be highest, columns will be supported by groups of piles to keep the piles at a reasonable size and length.
Piles will be connected by cast-in-place concrete pile caps and grade beams. See attached drawing S201
for a preliminary foundation plan.
Superstructure
Floor:
The floor area will consist of a 125mm slab on grade constructed on compacted structural fill with
a perimeter grade beam. To avoid having to cast the grade beam down to the 50-year frost depth
penetration of 2.4 meters, shallower beams will be cast on void form. Partitions and other secondary
items supported on the slab should be designed to accommodate slab movements on the order of 25 - 30
mm.
Roof:
The roof structure will consist of solid glued-laminated timber panels spanning between steel frames
regularly spaced at 6 meters in the east-west direction. See attached drawing S202 for a preliminary roof
plan.
The glulam panels will typically be 130mm deep and are prefabricated in widths of 610mm and lengths of
up to 20 meters. At the north side of the building, on the low side of the clerestory, the panel depth will be
increased to 175mm to support potential snow buildup at the roof step. The panels can be fabricated with
either a flat or a fluted soffit.
At the main span over the arena, the steel structure will be designed as moment frames, providing lateral
stability in the north-south direction. At the smaller side spans, steel will be “stick-framed” with simple
shear connections.
Lateral Force Resisting Structure
Lateral loads generated by earthquake and wind forces will be resisted by a combination of moment frame
action in the north-south direction (described above) and vertical steel bracing in the east-west direction.
Refer to Structural Drawings S201 and S202 in Appendix A.
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DUB ARCHITECTS LTD.
MECHANICAL
A.
GENERAL MECHANICAL PROVISIONS
.1
The mechanical systems for the building will be designed and installed to obtain the
best possible building occupant comfort, with an acceptable capital expenditure. The design will strive for
optimum energy consumption and economical operation. This shall be achieved using modern mechanical
systems and equipment utilizing energy conservation techniques and energy management control
systems.
throughout the building. The water velocity will not exceed 2.0m/s for cold water piping and 1.2 m/s for
hot water piping.
High efficiency natural gas fired domestic hot water tank will be provided c/w a recirculation system.
Watering stations will be provided as required by the user group. The style, quantity and location will be
coordinated as the design progresses.
.2
Mechanical systems will be designed in accordance with all applicable codes and
ordinances. The design will be based on the Owner’s design requirements, the National Building Code,
Alberta Building Regulations, Alberta Plumbing and Drainage Regulations, the latest editions of ASHRAE
and National Farm Animal Care Council Code of Practice for the care and handling of Equines.
D.
New portable multi-purpose hand-held fire extinguishers will be provided in all public areas in cabinets
and on wall brackets in the mechanical, electrical storage, and service spaces where required to meet the
requirements of NFPA 10.
.3
The following conditions will be utilized in the design of the system:
Outdoor Indoor
Summer
28°C DB
24°C DB (in air conditioned spaces)
19°C WB
Variable (in non-air conditioned spaces)
Winter
-35°C DB
22°C DB in the staff and public spaces.
10°C in the Riding Arena and Horse Stalls
Ventilation
B.
All Areas
As per current edition of ASHRAE 62 and
INSULATION
.1
Insulation will be provided on domestic cold water, domestic hot water, heating water
piping, roof drains and vents, supply ducts, plenums, air conditioned ducts, outside air ducts, and exhaust
ducts as required by the building code.
.2
Acoustic lining in ducts connected to all fans and air transfer ducts where located in
noise sensitive areas.
C.
PLUMBING and SERVICES
The water service will connect to the new 150mm PVC line that is being provided to serve the building.
The sanitary sewer will connect to the new sanitary holding tank. The tank will need to be pumped out on
a regular basis based on the building demand.
New domestic hot and cold water, drains, and venting will be provided to serve all plumbing fixtures
FIRE PROTECTION
The building will be provided with a new, complete hydraulically designed sprinkler system throughout, in
accordance with NFPA 13 codes.
E.
HEATING SYSTEMS
A new gas service will be provided to the building with the meter located outside the building. The gas
pressure will be as recommended by the utility provided and regulators will be provided as required to
ensure proper operation of the gas fired appliances.
The riding arena will be heated with gas fired, infrared tube heaters located around the perimeter of the
building. The heaters will be sized to ensure that the temperature in the arena is kept at a minimum of
10°C year round.
The heating for the horse stable area will be provided by infloor heating in all areas except for the stables
themselves. The heating for the infloor system will be through a high efficient hydronic heating boiler
located in the main mechanical room on the South side of the building.
Pumps, controlled by variable frequency drives, will be utilized to maintain positive circulation and flow
to terminal units including the infloor heating headers. The terminal units will have isolation valves at the
supply and return connection of the terminal units, along with a balancing valve on the return side.
Cabinet heaters will be utilized for heating entrance vestibules.
F.
AIR DISTRIBUTION
The HVAC (Heating, Ventilation and Air Conditioning) requirements for the office area will be provided
by a furnace located in the main mechanical room. The condensing unit will be located on grade at the
perimeter of the building.
Ductwork mains will be located in the hallways with diffusers and grilles to supply the air into the
individual spaces.
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The air for the Riding Arena will be drawn into the space through a motorized damper located along the
East wall of the building.
From there, the air will be drawn across the arena to the wall mounted exhaust fans located above the low
roof.
There will be a wall mounted switch that will turn off the riding arena fans and engage the fans in the
horse stall area allowing for that area to be ventilated by the warmer air being transferred in from the
riding arena. The relief air from the units will be discharged to the exterior.
Exhaust fans will be provided to positively exhaust to the outdoors the washrooms, storage rooms, janitor
closets, etc. These will be exhausted directly to the outdoors and will be smaller, dedicated exhaust fans
provided within the space that is being exhausted.
Transfer air fans will be provided for the staff room and multipurpose room to provide additional
ventilation when those spaces are occupied. The fans will be controlled by a variable speed switch located
on the wall next to the light switch.
G.
CONTROLS
.1
All conduits, wires, motor starters, disconnects and line voltage interlocks (unless specified
as part of the equipment), shall be provided and installed by the Electrical Contractor. The Mechanical
Contractor shall coordinate the exact electrical requirements of the mechanical equipment with the
Electrical Contractor during construction.
.2
A complete system of automatic controls, as required, as shown on the plans, and as indicated in
the equipment list will be provided.
.3
The thermostats shall be 7-day Programmable, heat/cool/electronic on/off/cool, for the furnace.
All other thermostats to be 7-day Programmable, heating only.
Refer to Mechanical Drawings E101 and E301 in Appendix A.
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DUB ARCHITECTS LTD.
ELECTRICAL
1.
Introduction
This report has been prepared by Arrow Engineering Inc. and describes the electrical systems proposed
for the City of Edmonton – New Whitemud Equine Centre Arena and is essentially a preliminary outline of
proposed electrical equipment, materials and systems.
The electrical systems designs shall comply with the latest enforced edition of the Alberta Building Code
(ABC), Canadian Electrical Code (CEC), all Provincial Municipal codes, applicable Canadian Standards
Association (CSA) rulings and the City of Edmonton Consultant Manual: Design Process and Technical
Guidelines.
The electrical design shall focus on strategies to maximize optimum energy performance and economic
operation. Electrical systems shall be selected with consideration to capital costs, operating costs,
reliability, maintenance and good engineering practices. Attention to future customer service and
availability of replacement parts and/or service calls will be taken into consideration. Overall building
design LEED mandate has not yet been finalized, but regardless electrical design shall be cognizant of
exterior light pollution, overall lighting power densities (W/m2) and light control utilizing automated switch
control.
New Equine Arena shall consist of Office Administrative space, Stable area, Wash areas, Feed areas and a
Riding Arena, for an overall footprint of 3,527m2.
2.
Safety and Security
The electrical systems for the facility will meet the latest applicable Canadian Electrical Code (CSA C22.1).
The life safety systems for the facility (including Fire Alarm Systems and Emergency Lighting Systems) will
meet the latest applicable CAN/ULC standards, Alberta Building Code requirements as well as NFPA codes.
Accessibility
All electrical installations will be designed such that all equipment and system components are fully
accessible for maintenance purposes. Proposed equipment layouts will allow for suitable clearance
around equipment for maintenance and replacement.
Sustainability
Sustainable design approaches will be utilized wherever possible in the design of systems and selection of
equipment. All systems will meet or exceed parameters for energy utilization as defined under the model
national energy building code.
Design Principles
General
Manageability
All electrical systems will be designed and installed in accordance with the requirements of the latest
adopted edition and revisions of applicable codes and standards in effect for building construction in
Alberta, and to any specific owner requirements. Such standards include those published by the following
organizations:
• Alberta Building Code (ABC) including all recent Standata. - 2006
In selecting systems and related equipment, the design will specify quality production proven equipment
and materials with a minimum projected life span of 25 years. Selection of manufacturers and suppliers
for various systems, equipment and components will be based upon qualified local representation to
ensure availability of trained service and technical support during the warranty period and beyond.
•
Alberta Fire Code (AFC) - 2006
Service capacities will be designed to ensure flexibility and expected variations in facility usage over the
•
CSA – Canadian Electrical Code (CEC) Part I including all recent Standata – 2012
life span of the building.
•
CAN/ULC S524 Standard for Installation of Fire Alarm Systems - 2006
•
CAN/ULC S537 Standard for Fire Alarm Verification - 2013
•
CSA Z462 Workplace Electrical Safety – 2012
All electrical systems will incorporate standard color-coding assignments for equipment, wiring/cabling
and raceways.
All final project record documentation will reflect installed condition upon completion. Project record
documentation will include as-built drawings in both full size hard copy format as well as in digital format
on CD or solid state flash drive for archive purposes. Operating and maintenance manuals will be provided
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in hard copy format in expandable post style piano hinge binders and will include system descriptions,
shop drawings, maintenance data and testing records for all electrical systems.
3. Electrical Services and Distribution
Existing Electrical Conditions
Utility electrical power will be provided by EPCOR Electric which currently utilizes both an aerial pole
mounted overhead system installed along Fox Drive running adjacent to the existing site and recent
developed underground services. EPCOR has stated there may be a couple of options to feed the new
Arena, which could be a new individual service from an existing switching cubicle located west of the site
The main electrical distribution switchgear shall be located in the main electrical room, south side of the
building. Additional branch circuit distribution equipment shall also be located in this room. All floor
mounted electrical equipment to be installed on 100mm high concrete housekeeping pad which offsets
100mm from the edge of the enclosures.
The main distribution switchgear (MDP) shall consist of a 120/240V 300A (preliminary), 100% rated circuit
breaker with ground fault protection and an integral solid state trip unit, metering cabinet to accommodate
EPCOR CT’s and PT’s, an integral Surge Protection Device (SPD) and distribution feeder panel board section
complete with circuit breakers. All feeder breakers, if required, with frame size of 400A or larger shall
be equipped with solid state adjustable electronic trip units. The requirement of a protective device
coordination study can be determined during detailed design ensure the safe operation of protective
electrical equipment under a fault condition. The coordination study would then be performed by the
distribution gear vendor and consist of the following:
providing the more reliable set up or utilizing one of the existing single phase transformers and installing
a “Feed-Thru” system allowing new trenching and cabling costs to be significantly reduced, however
reliability has also been reduced resulting in the possibility of having an unnecessary outage from the
existing upstream transformer in a fault condition. Our design currently represents the more cost-effective
plan, but ultimately will need confirmation from the City of Edmonton.
Utility communications are to be confirmed, TELUS currently has equipment installed in the furnace room
of the existing arena.
Service Rooms
The facility will have dedicated service rooms for electrical equipment. Low voltage equipment (services
•
Protective device coordination / evaluation.
•
Description, purpose, basis and scope of the study plus a simplified single-line diagram of the
portion of the power system which is included within the scope of the study.
•
Tabulations of circuit breaker ratings versus calculated short circuit duties.
•
Protective device time versus current coordination curves, tabulations of relay and circuit breaker
trip settings, fuse selection and commentary regarding same.
•
Relay Settings.
•
Comply with City of Edmonton design and construction standards and guidelines.
at 120/240 volt, single phase) may utilize common rooms with other building services however required
equipment clearances will be maintained for all installations. All equipment rooms will have sprinkler
protection or an alternate form of fire suppression system. All service rooms will be lined with painted
G1S 19 mm plywood to facilitate mounting of panels and associated equipment.
Incoming Electrical Service
The facility will be provided with a new service from the local utility distribution network to a padmount
or pole mount transformer located near the property line south of the building.
Main Distribution Panel
A new 120/240V 300A 3-Wire Single Phase secondary power service will be provided by EPCOR Electric
Utility, exact service size to be determined during detailed design load calculations, preliminary estimate
has been calculated as 300A.
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The distribution equipment shall be specified to comply with CSA Z462 to achieve low incident energy
levels of 8 cal/cm2. All distribution equipment is to meet a maximum Hazard Risk Category of HRC 2 (Cotton
underwear plus fire retardant shirt and pants, 1 or 2 layers). An arc flash is the result of a rapid release of
energy due to an arcing fault between a bus bar and another bus, neutral or ground bar. Circuit breakers
shall be selected to withstand the arc fault condition and trip in the event of a fault.
Power factor correction systems may be considered during the design phase to correct the electrical
installation operating power factor to 0.95 or greater. If required, power factor correction equipment
shall be located at the motor. Utilization of high efficiency mechanical equipment loads will decrease the
requirement for power factor correction equipment.
If VFD controllers on mechanical equipment loads are used, they will contribute to the introduction of
harmonic currents on the electrical distribution system. The proposed method of harmonic mitigation/power
DUB ARCHITECTS LTD.
factor correction could be by Passive Filter units, sized upon harmonic analysis and installed either local to
the particular VFD’s or at sub-main distribution panel boards. Once the facility is in operation, a harmonic
analysis study could be performed upon City request to determine the magnitude of each harmonic current
present in the electrical system to ensure compliance with IEEE 519 standards for acceptable harmonic
contributions are being met. The acquired data will then be used to fine tune the design of harmonic
mitigating filter(s) specifically for the application.
Panelboards and Sub-distribution
Panelboards will be incorporated into the design to service local load requirements. Where possible,
panels will be located centrally to loads serviced to minimize the length of branch circuit wiring. All branch
circuit panels and CDP style panels will utilize bolt in place breakers and copper bussing. All panels will
have suitable spare capacity with respect to both service ampacity as well as circuit spaces. All panels
will be color coded to identify voltage, provided with lamacoid labels for identification and incorporate
typewritten directories.
Metering
A utility meter shall be located in the main electrical room, an owner’s digital meter could also be
provided for if requested by the City.
Conduit & Conductors
Exterior underground wiring will be installed in rigid PVC conduit or DB2 rated conduit, with multiple
runs aligned to create ductbanks. Concrete shall then be poured on top of ductbanks prior to backfill for
protection depending on the application.
Interior wiring will be installed as a combination of insulated wiring in rigid steel conduit or electrical
metallic tubing; depending on the application. Rigid PVC conduit will be utilized under concrete floors.
Rigid steel conduit will be used in all non-corrosive atmosphere locations where mechanical damage
may occur, in all process and mechanical room areas to a height of one meter above floor level. Rigid
aluminum conduit will be used in all wet or corrosive atmosphere areas where exposed conduit is required
(epoxy polyester coated rigid steel conduit may also be used for this application). Electrical metallic
tubing (EMT) will be used as a raceway in dry areas for surface or concealed wiring. Use of EMT will not
be permitted in damp locations, corrosive or hazardous classified areas, underground installations, or
exterior applications. Minimum size of conduit is 19mm, maximum conduit fill shall be 60%.
wire size #12 AWG) installed in conduits, BX-Type for light fixture terminations, possibly flexible armored
type TECK 90 1000V rated copper cables in cable trays and specific jacketed VFD cable 1000V rated cables
in cable trays. Although all wiring will be sized in accordance with the requirements of the Canadian
Electrical Code, consideration will be given to the installation of oversized conductors in selected
applications to reduce losses and provide future system flexibility.
Grounding & Bonding
A complete new grounding system will be designed and installed in accordance with Canadian Electrical
Code – 2012 (CEC) guidelines. New ground grid will be buried exterior to the building adjacent to the
main electrical room. All new metallic piping systems will be bonded to new building ground as per the
requirements of the CEC. The general arrangement of the system will be:
•
Minimum of three copper clad grounding electrodes compression clamped to #2/0 bare copper
conductors to form ground grid and routed to the main breaker MDP copper ground bus located in the main
electrical room, to form the AC system ground.
•
Grounding of all building equipment and facilities to be run back to the master ground bar located
in main electrical room via ground bus provisions within local panels.
•
Ground buses, copper conductors, connectors, etc., to bond to ground all conductive mechanical
piping systems, electrical equipment, all telecommunication systems and rooms, fire alarm, and exterior
lighting.
•
Grounding and bonding of all internal building electrical systems will be provided in accordance
with code requirements and IEEE Green Book recommendations.
•
A separate grounding conductor will be installed in all EMT conduits including special purpose
branch circuits and feeders to sub-panels (with the exception of low voltage wiring, 50 volts or less).
4. Wiring Devices
Wiring devices will be located within all areas to suit usage. Wiring devices will be specification grade
for all areas utilizing standard NEMA configurations. Stainless steel cover plates will be utilized for all
installations for durability. Identification labeling will be provided on all wiring device cover plates to
identify circuit number.
Wiring for the facility will utilize a combination of RW90 600V cross link insulated copper wire (minimum
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5. Lighting
Proposed units will be universal mounting type, aluminum construction for durability with high intensity
LED style lamping to minimize energy consumption.
Lighting and Lighting Control
Emergency Lighting
Luminaires will be selected to be fully compatible with the related ceiling system and will provide required
illumination performance for the specific usage within all areas. Luminaires will be located to provide
optimum performance as well as to ensure access to maintenance (i.e. Luminaires will be located on walls
in stairwells at landing levels in lieu of locating fixtures on underside of landings/ceilings). Lighting levels
will be designed to be in accordance with the Illuminating Engineering Society of North America (IESNA)
recommendations for all areas (minimum target watt density of 10 Watts or less per square meter).
Exit signage will be provided throughout the various areas in accordance with governing code requirements
and CSA C8.60. Proposed units will be universal mounting type, aluminum construction for durability with
high intensity LED style lamping to minimize energy consumption. AC powered for normal operation and
battery powered for emergency situations.
Lamp sources will be selected to meet specific design criteria for all areas. Linear fluorescent T8 or T5HO
All emergency and exit lighting throughout the building will be provided in accordance with City of
Edmonton standards.
low mercury lamps are preferred for the majority of interior applications based on lighting performance
Remote emergency battery powered wall mounted LED lamp heads to provide adequate lighting for egress
purposes and to comply with life-safety standards during a normal power failure.
and lamp life considerations. The proposed lamp color temperature that will be used is 3500˚K
throughout the majority of the facility for consistency. High output fluorescent lamp sources may be used
within the high ceiling arena areas to provide superior lighting performance as well as to provide variable
lighting levels through switching control. Ballasts will be instant start electronic type with low harmonic
distortion rating (less than 10% THD).
6. Communications and Security
Fire Alarm System
LED lighting is gaining in popularity as a suitable and highly efficient source for general and specialized
The new facility will be equipped with a fully addressable, zoned, annunciated, non-coded, single stage,
Class A (data communications network), microprocessor based fire alarm system. The Main fire alarm
control panel shall be installed within the main entrance vestibule.
space lighting. Interior LED lighting shall be utilized for recessed downlights and areas where dimming is a
required feature.
Exterior man doors for building entrances/exits will be illuminated from building mounted luminaires. All
exterior luminaires will be dark sky compliant cut-off style with shielding to limit light trespass and visual
glare. Building mounted exterior lighting will be controlled via photocell with an override by-pass feature.
Since low wattage LED fixtures are beginning to become more common and adopted in standard practice
for exterior lighting the majority of exterior lighting will utilize LED lamp sources for this project.
Line voltage lighting controls will be used for control of all lighting. Use of occupancy sensors – passive
infrared or ultrasonic styles – will be considered where practical to suit application. For applications
The facility will be provided by both the sounding of horns and the operation of strobe lights for visual
signal indication.
The Fire Alarm System will be modular in design to allow for future expansion of the system. All audible
and initiating device circuits will be loaded to a maximum of 80% of their rating. The system will have
integral battery backup sized to operate the fire alarm system for the minimum time as specified in CAN/
ULC S524 standard.
requiring variable light levels, multi-level and zoned switching capabilities will be used in lieu of utilizing
The Fire Alarm System will be designed, installed and verified in accordance with all applicable Building
dimming systems to alleviate maintenance concerns.
Codes, ULC codes and CSA codes.
Exit signage will be provided throughout the facility in accordance with governing code requirements.
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Voice and Data Cabling Infrastructure
Incoming telecommunications infrastructure will be accommodated within an underground duct bank
interconnecting the facility with the utility services.
also be provided with data and voice outlets to allow direct printing and faxing from workstation outlets.
Cabling to workstations from telecommunication rooms shall be installed above ceiling space in cable tray
or strapped to structure and fed down through wall in EMT conduit with PVC bushings to eliminate risk of
nicks and tears on cable jacket.
All voice and data cabling infrastructure provisions within the facility will be designed and installed to
meet EIA/TIA 568 Commercial Building Communication Telecom Wiring Standard. At onset of detailed
Cabling for future wireless network transmitters could be provided upon City request to selected areas
design phase of the project, a consultation process with the City’s Network Services Representative will be
throughout the facility.
initiated to establish criteria for system infrastructure design for the facility.
The facility will have dedicated telecommunication spaces for telecommunications equipment.
Testing of the voice and data cabling infrastructure and associated system documentation procedures will
be executed in accordance with the client’s standards.
Telecommunications areas will be planned to facilitate both vertical and horizontal cabling infrastructure
within the building. All telecommunications spaces will be climate controlled to permit 24‑hour operation
(requirements will be coordinated with HVAC design). All telecommunication areas will be provided
with backboards (GIS 19mm plywood with light colored fire retardant finish). Fluorescent lighting
within telecommunications areas will provide a minimum lighting level at floor of 300 lux with luminaire
placement coordinated with equipment provisions. All telecommunications areas will be equipped with
smoke detectors connected to the building Fire Alarm System. Adequate grounding provisions will be
provided at all telecommunication termination locations.
Raceways for telecommunications infrastructure within the facility will provide suitable pathways for both
horizontal and vertical cabling within the facility. All raceways will be planned, designed and installed
Security System
The facility will be equipped with a Security System consisting of a central alarm panel with autodialer
function with remote monitoring devices on all perimeter doors, window break sensors, interior
motion detectors as well as CCTV cameras and centralized monitoring / recording equipment. Electrical
infrastructure will be designed to accommodate the installation of equipment to City of Edmonton
Technical Guideline standards.
System shall consist of swipe card door access / alarm / disarm functions, with 12Vdc electric strike
hardware. Subsequent meetings shall be held with City of Edmonton Engineering and Security to confirm
planning and functionality. Electrical contractor to provide a complete turn-key security system installed
and tested as per City of Edmonton specifications.
to facilitate initial cabling installation as well as future cabling installation (all raceways will be fully
accessible). Appropriate fire stopping will be provided at all raceway and cabling penetrations through fire
rated wall, ceiling and floor assemblies.
Miscellaneous Low Tension Systems
Backbone cabling for data systems to be Category 5e UTP copper for network applications (subject to final
Further design and confirmation of public address, arena audio entertainment system, cable TV and satellite
systems will be ongoing while the project continues into detailed design stages.
design review and consultation with the client). Backbone cabling for voice systems to be multi-pair UTP
copper trunk cables.
Horizontal cabling and all related system components for both the voice and data systems will be
Category 5e rated to provide a certified system.
All workstation locations will be provided with data and voice outlets. Fax machine and copier locations will
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7. Other Electrical Systems
Mechanical Equipment Wiring
Motors 1/2 HP (0.373kW) or less to be 120 Volts, single phase, 60 Hz. All motors 3/4 HP (0.56kW) and
greater to be 240 Volts, single phase, 60 Hz. Motors will be supplied and installed by the mechanical
contractor. Power feed, unit mounted disconnect and all terminations will be done by the electrical
contractor.
The mechanical contractor will provide variable frequency drives if required for HVAC loads. All VFD’s shall
be equipped with harmonic distortion line filters to limit THDc (Total Harmonic Distortion – current) to less
than 12%.
Refer to Electrical Drawings E101 and E301 in Appendix A.
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DUB ARCHITECTS LTD.
CIVIL
INTRODUCTION
SURFACE DRAINAGE
This report has been prepared by Arrow Engineering Inc. and describes the civil systems proposed for the
new Whitemud Equine Centre redevelopment and is essentially a preliminary outline of the proposed
grading and underground piping systems.
Final drainage patterns shall attempt to direct the majority of surface drainage to the north of the site. Around
the perimeter of the building, the grading shall be between 2-5% away from the foundation structure.
The civil design shall focus on strategies to minimize impact to the existing site while providing the required
services for the new building. An emphasis on low-cost efficient alternatives shall be utilized to ensure the
project budget is met.
DESIGN CRITERIA
Design feature parameters shall include attention to:
•
Site Servicing
•
Surface Drainage
•
Gravel Drive Structures
SITE SERVICING
There are no available municipal storm sewer services to the site. The existing arena utilizes a gravel soaker
pit style drainage system for a portion of their roof drainage. A similar system is being proposed for this
site, with geofabric separated washed rock soaker trench and pit being utilized as part of the low impact
development stormwater system. At the time of this report, City of Edmonton Drainage services had not
provided the stormwater management requirements for the site. A 1:5 year storm has been utilized to size
the soaker trench and pit system.
GRAVEL DRIVE STRUCTURES
Gravel yard areas shall be sloped between 1.5% and 4%. A geotechnical recommendation is required to
provide the gravel structures.
Refer to Civil Drawing C01 in Appendix A.
The following outlines the proposed underground collection systems for Whitemud Equine Centre
redevelopment:
There are no available municipal sanitary services for the site. The existing site utilizes a sanitary holding
tank that they pump out on a regular basis. It is assumed the new building will utilize a similar system.
For pricing, a 1,000 gallon tank is the initial size of the tank. Further calculations and decisions on the
maintenance and usage pattern of the facility are required to confirm sizing.
The site has an existing 150mm AC water line that runs through the footprint of the proposed building. The
existing line will have to be replaced with a new 150mm PVC line around the proposed footprint. A new
150mm PVC line will also be required to service the building.
It is assumed a new on-site fire hydrant will be required for the sprinklered building.
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SD Estimate R2
October 2014
COST ESTIMATE
1.3
1.0 Executive Summary
1.1 Background
This project is the construction of a new indoor riding arena with associated stables, viewing and
administration space with a total GFA of 3,527m2.
The building is single storey steel framed structure with a westdek roofing system and metal cladding.
The project includes 1,530m2 of clear span riding arena space and stables for 34 horses.
The scope includes demolition of the old arena, and redevelopment of the entry and site.
Net Construction
General Requirements
5
Design Contingency
6
Cash Allowance
7
Construction Contingency
R
4
D
TOTAL CONSTRUCTION COST
1.2
$
Cost/m²
$5,274,576.70
3,527
$
1,495.49
$741,665.00
3,527
$
210.28
$417,695.00
3,527
$
118.43
$6,433,936.70
3,527
$
1,824.20
$1,067,703.46
3,527
$
302.72
$0.00
3,527
$
-
$0.00
3,527
$
-
$0.00
3,527
$
-
3,527
$
7,502,000
2,127.02
Purpose
This report is intended to provide a practical analysis of construction costs for a new equine facility in
Edmonton, Alberta. All scope/cost item exceptions are listed below in section 1.4 Exclusions.
a.
b.
c.
d.
e.
f.
g.
h.
i.
j.
k.
2
Area (m²)
GST
Hazardous Materials Remediation
Premium Time Work / Staggered Shift
Soft Costs including Design Fees
Cost Escalation
Loose Furniture and Equipment
Equine Equipment, including arena footing
Kitchen equipment and appliances
Window coverings generally
Design Contingency however we would suggest carrying (7.5%)
Construction Contingency however we would suggest carrying (5.0%)
R
Site and Demolition
Where possible, elements have been assessed or measured and priced at rates considered
competitive for a project of this type. All measurement is in accordance with the latest issue of
“Elemental Cost Analysis - Method of Measurement and Pricing”, published by the Canadian Institute
of Quantity Surveyors and compiled in accordance with “Uniformat, A Uniformat Classification of
Construction Systems and Assemblies”, published by the Construction Specification Institute. A
summary of costs is also provided in trade format matching the project specifications. This project
uses the 1995 edition of “MasterFormat” published by Construction Specifications Canada and the
Construction Specifications Institute.
This analysis includes the following:
D
R
3
Methodology
This analysis excludes the following:
2
Services (Mechanical and Electrical)
R
2
T
Architectural and Structural
AF
1
Estimated Cost In
Current Dollars
SD Estimate R2
October 2014
1.4 Inclusions / Exclusions
The costs are summarized as follows:
Activity
Whitemud Equine Centre Redevelopment
Edmonton, Alberta
AF
T
Edmonton, Alberta
a. Allowance for fixed furnishings / millwork
b. Allowance for Stables
2.0 Documentation
Dub Architects Ltd. SD drawings A101, A201, A301, A302 and A311 issued September 2014.
In additional to the above information, CAP has gathered additional information through meetings, emails and telephone conversations.
35
Edmonton, Alberta
SD Estimate R2
October 2014
3.0 Costing Summaries
SD
ELEMENT
The basic areas identified for the project are summarized as follows:
TOTAL
SUBSTRUCTURE
$
888,410
B
SHELL
$
3,756,663
C
INTERIORS
$
604,704
D
SERVICES
$
741,665
E
EQUIPMENT AND FURNISHINGS
$
24,800
SPECIAL CONSTRUCTION & DEMOLITION
BUILDING SITEWORK
$
N/A
417,695
Z
GENERAL
$
1,067,703
CONTINGENCIES
$
AREA (m²)
RATE PER GFA (m²)
Total GFA
3,527 m2
Site Area
3,493 m2
-
7,501,640
3,527
$
2,126.92
$
197.60
AF
AF
Elemental Costs ($ / m2)
$400.00
D
$600.00
D
$ / m2
$800.00
R
R
$1,000.00
m2
m2
m2
m2
T
T
RATE PER GFA (ft²)
1,530
1,194
278
525
2
$
R
TOTAL COST
Riding Arena
Stables/tack/groom
Viewing
Administration/Staff
R
2
F
G
$1,200.00
SD Estimate R2
October 2014
4.0 Basic Project Areas
ELEMENTAL SUMMARY OF COSTS $
A
Edmonton, Alberta
$200.00
$-
SD
SUBSTRUCTURE
SHELL
INTERIORS
SERVICES
$251.89
$1,065.12
$171.45
$210.28
SPECIAL
EQUIPMENT AND
CONSTRUCTION
FURNISHINGS
& DEMOLITION
$7.03
$-
BUILDING
SITEWORK
$118.43
GENERAL
CONTINGENCIES
REQUIREMENTS
$302.72
$-
Element
CAP Quantity Surveying Ltd.
36
3
4
DUB ARCHITECTS LTD.
Uniformat Elemental Cost Summary
Uniformat Elemental Cost Summary
GFA :
3,527
3,527
3,527
m²
m²
m²
119.78
69.21
62.90
422,473
244,100
221,836
SHELL
$
269
4,158
m²
m²
175.00
648.18
47,075
2,695,149
0.44
0.09
0.00
1,565
306
8
m²
m²
no.
160.74
247.00
4,051.56
251,560
75,582
32,413
B30 Roofing
B3010 Roof Coverings
1.18
4,158
m²
157.50
654,885
INTERIORS
654,885
185.68
604,704
C30 Interior Finishes
C3010 Wall Finishes
C3020 Floor Finishes
C3030 Ceiling Finishes
1.67
0.57
0.05
5,896
1,997
172
SERVICES
1.00
1.00
1.00
1.00
1.00
6,250.00
m²
m²
m²
13.11
26.30
132.00
6,250
$
$
m²
m²
m²
m²
m²
15.51
12.48
7.80
1.13
5.36
54,700
44,000
27,500
4,000
18,900
3,527
3,527
3,527
3,527
3,527
3,527
m²
m²
m²
m²
m²
m²
22.51
19.21
15.31
10.00
5.00
1.13
79,400
67,760
54,000
35,270
17,635
4,000
D40 Fire Protection
D4010 Sprinklers
D4030 Fire Protection Specialities
1.00
1.00
3,527
3,527
m²
m²
34.00
0.64
119,918
2,250
1.00
1.00
1.00
1.00
3,527
3,527
3,527
3,527
m²
m²
m²
m²
9.65
22.03
22.75
5.77
34,050
77,690
80,232
20,360
D
R
1.00
1.00
1.00
1.00
1.00
1.00
m²
7.03
F10 Special Construction
F1010 Special Structures (Modulars)
F20 Selective Building Demolition
F2010 Building Elements Demolition
-
-
-
-
-
-
171.45
8.06
126.44
5.94
1.77
152,515
43.24
0.08
2.03
21.91
14.89
6.44
741,665
$
210.28
9.89
42.27
1.99
3.44
34.64
1.63
60.20
2.83
$
7.03
0.33
-
-
24,800
7.03
0.33
-
7.03
$
-
1.00
1.00
3,527
3,527
m²
m²
19.36
33.86
68,270
119,420
G20 Site Improvements
G2010 Roadways
G2030 Pedestrian Paving
G2040 Site Development
G2050 Landscaping
1.00
1.00
1.00
3,527
3,527
3,527
m²
m²
9.82
3.61
21.30
34,630
12,750
75,125
1.00
1.00
1.00
3,527
3,527
3,527
m²
m²
15.45
5.10
2.84
54,500
18,000
10,000
1.00
1.00
-
3,527
3,527
-
m²
m²
5.50
1.59
-
19,400
5,600
-
-
-
-
-
-
-
m²
6
$
m²
7.6%
1.2%
2.2%
Z20 Fee
Z2010 Fee
5.0%
ESTIMATED CONSTRUCTION COST (Excluding Allowances)
Z30 Allowances
Z3010 Design Contingency (carried by COE)
Z3020 Cash Allowance
0.0%
0.0%
2.50
34.73
1.63
23.39
1.10
7.09
0.33
5.50
1.59
-
-
$
6,433,937
$
1,824.20
85.77
$
1,067,703
$
302.72
14.23
201.44
9.47
101.28
4.76
2,126.92
100.00
710,483
488,233
79,250
143,000
357,221
$
138.43
22.47
40.54
357,221
101.28
7,501,640
$
-
-
-
$
0.0%
-
$
0.0%
-
$
ESTIMATED CONSTRUCTION COST (Excluding GST)
5.57
53.22
15.45
5.10
2.84
-
GENERAL REQUIREMENTS & ALLOWANCES
118.43
9.82
3.61
21.30
25,000
Z10 General Requirements
Z1010 Supervision & Labour Expenses
Z1020 Temporary Conditions
Z1030 Permits, Insurance & Bonds
%
Total
19.36
33.86
82,500
417,695
122,505
G30 Site Civil / Mechanical Utilities
G3010 Water Supply
G3020 Sanitary Sewer
G3030 Storm Sewer
G3060 Fuel Distribution
G40 Site Electrical Utilities
G4010 Electrical Distribution
G4020 Site Lighting
G4030 Site Communications & Security
G50 Other Site Construction
GST (if applicable)
Rate per GFA
Sub-Total
Total
187,690
ESTIMATED CONSTRUCTION COST (Including GST)
-
-
$
Z3030 Construction Contingency (carried by COE)
73.17
24,800
BUILDING SITEWORK
ESTIMATED TENDER COST (Excluding Construction Allowance)
9.65
22.03
22.75
5.77
$
-
8.73
34.00
0.64
24,800
-
185.68
22.51
19.21
15.31
10.00
5.00
1.13
$
3,527
4.79
Elemental Amounts
Sub-Total
Total
G10 Site Preparation
G1010 Site Clearing
G1020 Site Demolition and Relocations
Z
212,332
1.00
36.55
1.77
122,168
SPECIAL CONSTRUCTION AND DEMOLITION
50.08
777.49
15.51
12.48
7.80
1.13
5.36
E10 Equipment
E20 Furnishings
E2010 Fixed Furnishings
1,065.12
G
Elemental Costs
Unit Rate
Quantity
NET CONSTRUCTION COST
258,065
EQUIPMENT AND FURNISHINGS
-
101.11
11.17
14.16
149,100
D30 Heating Ventilating and Air Conditioning (HVAC)
D3020 Heat Generation
D3040 HVAC Distribution (Distribution Systems)
D3050 Terminal and Packaged Units
D3060 HVAC Instrumentation and Controls
D3070 Testing, Adjusting, and Balancing
D3090 Other Special HVAC Systems & Equipment
D50 Electrical
D5010 Electrical Service and Distribution
D5020 Lighting and Branch Wiring
D5030 Communications and Security
D5090 Other Electrical Systems
6,250
77,286
52,525
22,704
3,527
3,527
3,527
3,527
3,527
AF
D20 Plumbing
D2010 Plumbing Fixtures
D2020 Domestic Water Distribution
D2030 Sanitary Waste
D2040 Rain Water Drainage
D2090 Other Plumbing Systems
flt
356,615
39,400
49,925
2
1
143.10
1,641.67
25.00
T
0.00
m²
no.
m²
-
71.32
21.43
9.19
R
2,492
24
1,997
11.84
101.94
445,940
0.71
0.01
0.57
11.84
13.35
764.15
$
C20 Stairs
C2010 Stair Construction
F
$
359,555
C10 Interior Construction
C1010 Partitions
C1020 Interior Doors
C1030 Fittings
E
3,756,663
2,742,224
0.08
1.18
251.89
251.89
119.78
69.21
62.90
-
B20 Exterior Enclosures
B2010 Exterior Walls
B2020 Exterior Windows
B2030 Exterior Doors
D
$
Ratio to
GFA
ELEMENT
2
1.00
1.00
1.00
B10 Superstructure
B1010 Floor Construction
B1020 Roof Construction
C
888,410
888,410
%
Total
R
$
Rate per GFA
Sub-Total
Total
T
SUBSTRUCTURE
A10 Foundations
A1010 Standard Foundations
A1020 Special Foundations
A1030 Slab on Grade
A20 Basement Construction
B
Elemental Amounts
Sub-Total
Total
AF
A
Elemental Costs
Quantity
Unit Rate
Location : Edmonton, Alberta
$
$
7,501,640
7,501,640
7,502,000
$
2,126.92
$
2,126.92
100.00
$
$
2,127.02
R
Ratio to
GFA
ELEMENT
GFA :
Date :
D
Location : Edmonton, Alberta
3,527 m²
Oct-14
Report Status : SD
R2
Project : Whitemud Equine Centre Redevelopment
3,527 m²
Date : Oct-14
Report Status : SD
R2
Project : Whitemud Equine Centre Redevelopment
37
7
U1
U2
U3
Description
Takeoff Quantity
Grand Total
Unit Price
Grand Total
U1
U2
U3
Whitemud Equine Centre - SD ESTIMATE
Takeoff Quantity
Foundations
B10
Standard Foundations
1,032.50 m2
Reinforcing, walls #10 to #25 (125kg/m)
19.36 m tn
128.00
$132,160.00
2,020.00
$39,105.94
Ready Mix concrete 35 Mpa
154.88 m3
248.00
$38,409.00
Concrete placing to walls, pumped, incl vibrating
154.88 m3
96.00
$14,868.00
Concrete finishing, walls, including breaking ties and patching voids
1,032.50 m2
8.75
$9,034.38
123.90 m2
20.00
$2,478.00
Void form, corrugated fibreboard
Floor Construction
Composite Floor
Wood Platform Construction
B1020
Structural steel Columns, HSS
7,950.00 kg
5.50
$43,725.00
11,925.00 kg
5.30
$63,202.50
516.25 m3
24.00
$12,390.00
Open web steel joists
361.38 m3
26.00
$9,395.75
Bracing and detailing allowance
Hauling excavated material 32km round trip 0.4 loads per hr
154.88 m3
21.00
$3,252.38
Reinforcing, walls #10 to #25 (125kg/m)
7.63 m tn
$47,075.00
Structural Steel Beams W shape
Excavation
610.50 m2
175.00
Roof Construction
Backfill with excavated material, compact in layers
Forms, walls, below grade up to 2.4
269.00 m2
Structural Steel Lower Roof
15.90 m tn
3975.00 kg
5,000.00
$79,500.00
5.00
$19,875.00
Roof Deck
R/C Grade Beam 200 x 750 mm
130mm Westdek
3363 m2
335.00
$1,126,605.00
795 m2
392.00
$311,640.00
128.00
$78,144.00
175mm Westdek
2,020.00
$15,415.13
Structural Steel Upper Roof
61.05 m3
248.00
$15,140.40
Structural steel Columns, HSS
47,082.00 kg
5.50
$258,951.00
61.05 m3
96.00
$5,860.80
Structural Steel Beams W shape
60,534.00 kg
5.30
$320,830.20
Concrete finishing, walls, including breaking ties and patching voids
610.50 m2
8.75
$5,341.88
Open web steel joists
5,000.00
$386,745.00
20.00
$1,628.00
Bracing and detailing allowance
Excavation
213.68 m3
24.00
$5,128.20
Backfill with excavated material, compact in layers
152.63 m3
26.00
$3,968.25
SUPERSTRUCTURE TOTAL
Hauling excavated material 32km round trip 0.4 loads per hr
61.05 m3
21.00
$1,282.05
$5,000.00
B20
Exterior Walls
$1,690.00
Wall insulation rigid isc. 75mm thick
260.00 m2
43.12
$11,211.20
Perimeter drainage system
Plastic perforated pipe, 150mm diameter, ecl exc. and b/fill
65.00 m3
34.00
$8,840.00
42.00
$2,730.00
68.00 ea.
1,450.00
$98,600.00
300mm Piles
70.00 ea.
1,850.00
$129,500.00
1.00 l/s
16,000.00
$16,000.00
Mobilization/demobilization
Slab on Grade
Slab 150mm thick
Gravel fill compacted, under floor slab 150 mm deep
1,997.00 m2
10.00
$19,970.00
Fine grade for slab on grade, machine
1,997.00 m2
3.50
$6,989.50
Building paper, polythene vapour barrier, standard, 0.05mm thick
1,997.00 m2
3.30
$6,590.10
Void form , corrugated fibreboard
17.00
$0.00
1,875.00
$28,082.81
299.55 m3
243.00
$72,790.65
Concrete placing to slab on grade, pumped, incl vibrating
299.55 m3
72.00
$21,567.60
Concrete finishing floors, monolithic, screed finish
1,997.00 m2
5.50
$10,983.50
Concrete finishing floors, monolithic,, machine trowel finish
1,997.00 m2
11.00
$21,967.00
Reinforcing, SOG, #10 to #25 (50kg/m3)
0.00 m2
14.98 m tn
25.00
$18,600.00
744.00 m2
15.00
$11,160.00
Vapour Barrier
744.00 m2
3.00
$2,232.00
Insulation
744.00 m2
10.00
$7,440.00
Sheathing
744.00 m2
15.00
$11,160.00
Finish #1
744.00 m2
80.00
$59,520.00
Wood Framing
821.00 m2
25.00
$20,525.00
Sheathing
821.00 m2
15.00
$12,315.00
Vapour Barrier
821.00 m2
3.00
$2,463.00
Insulation
821.00 m2
10.00
$8,210.00
Sheathing
821.00 m2
15.00
$12,315.00
Finish #2
821.00 m2
80.00
$65,680.00
50.00 m
250.00
$12,500.00
93.00 m2
80.00
$7,440.00
306.00 m2
247.00
$75,582.00
Insulated Metal Doors
2.00 ea.
450.00
$900.00
Glazing
0.50 m2
350.00
$175.00
Thermal Frame
1.00 ea.
375.00
$375.00
Hardware Allowance
2.00 ea.
750.00
$1,500.00
Wood Framed Wall with Exterior Finish #2
Special Foundations
200mm Piles
744.00 m2
Sheathing
D
R
D
R
Fill, 20mm gravel fil in trench incl geotextile wrap
260.00 m
Wood Framing
AF
6.50
AF
260.00 m2
$84,075.00
$2,742,223.70
Wood Framed Wall with Exterior Finish #1
Parging to foundations
Bituminous asphalt coating, below grade, sprayed on, 1 coat
5.00
Exterior Enclosure
B2010
T
T
5,000.00
16815.00 kg
R
81.40 m2
R
Void form, corrugated fibreboard
1.00 ls
77.35 m tn
2
2
Concrete placing to walls, pumped, incl vibrating
Allowance for dewatering
A1030
Grand Total
Superstructure
B1010
R/C Grade Beam 300 x 1250 mm
Forms, walls, below grade up to 2.4
A1020
Grand Total
Unit Price
A10
A1010
Description
Column Cladding
Metal Column Cladding
Roof Edge
Finish #1
B2020
Exterior Windows
Curtain Wall
Acrylic 5mm Windows
Riding Arena Preparation
Fine grade for slab on grade, machine
1,530.00 m2
3.50
$5,355.00
Gravel fill compacted, under arena material, 150 mm deep
1,530.00 m2
10.00
$15,300.00
Clay fill compacted, under arena material, 150 mm deep
1,530.00 m2
8.00
FOUNDATIONS TOTAL
$12,240.00
B2030
Exterior Doors
Double Insulated Metal Doors with Glazing
$888,409.50
38
DUB ARCHITECTS LTD.
9
10
U1
U2
U3
Description
Takeoff Quantity
Grand Total
Unit Price
Grand Total
U1
U2
U3
Description
Takeoff Quantity
New Barn Doors
1.00 ea.
450.00
$450.00
Door
5.00 ea.
300.00
Glazing
0.25 ea.
350.00
$87.50
Frame
5.00 ea.
300.00
$1,500.00
Thermal Frame
1.00 ea.
375.00
$375.00
Hardware
5.00 ea.
550.00
$2,750.00
Hardware Allowance
1.00 ea.
750.00
$750.00
Paint Doors
5.00 ea.
100.00
$500.00
$4,200.00
Single Insulated Metal Doors
2.00 ea.
450.00
$900.00
Door
14.00 ea.
300.00
Thermal Frame
2.00 ea.
325.00
$650.00
Frame
14.00 ea.
250.00
$3,500.00
Hardware Allowance
2.00 ea.
750.00
$1,500.00
Hardware
14.00 ea.
550.00
$7,700.00
Paint Doors
14.00 ea.
100.00
$1,400.00
Insulated OHD (2500x3000)
2.00 ea.
5,625.00
$11,250.00
Insulated OHD (3000x3000)
2.00 ea.
6,750.00
OHD (2500x3000)
2.00 ea.
4,875.00
$9,750.00
1,997.00 m2
25.00
EXTERIOR ENCLOSURE TOTAL
$13,500.00
$359,554.50
C1030
Fittings
Roofing
Fitting Allowance
Roof Coverings
INTERIOR CONSTRUCTION TOTAL
Roof Covering
4,158.00 m2
12.50
$51,975.00
4,158.00 m2
15.00
$62,370.00
2
Strapping
Batt Insulation
C20
Stairs
C2010
Stair Construction
4,158.00 m2
5.00
$20,790.00
Platform Access
4,158.00 m2
125.00
$519,750.00
Structure
1.00 ls
5,000.00
$5,000.00
$654,885.00
Handrail
5.00 m
250.00
$1,250.00
R
R
Air/Vapour Sheet
Standing Seam Metal Roof
ROOFING TOTAL
STAIRS TOTAL
Interior Construction
Partitions
C30
24.00
$24,960.00
2x4 Wood Stud
520.00 m2
25.00
$13,000.00
520.00 m2
10.00
$5,200.00
260.00 m
5.00
$1,300.00
AF
89mm Insulation
Caulking/Acoustics
C3020
Stables
Wall Finishes
T
1,040.00 m2
Paint
5,429.80 m2
10.00
$54,298.00
Upgraded Finish
391.25 m2
30.00
$11,737.50
Ceramic Tile
75.00 m2
150.00
$11,250.00
1,997.00 m2
25.00
$49,925.00
260.00 m
10.00
$2,600.00
Drywall Scopes
172.00 m2
120.00
$20,640.00
Paint Drywall
172.00 m2
12.00
AF
Type X Drywall
Floor Finishes
Flooring Allowance
Typical Size (front stall and one side wall)
30.00 ea.
5,400.00
$162,000.00
Oversize
4.00 ea.
5,940.00
$23,760.00
2x6 Cladding (1.5 meters)
381.00 m2
30.00
$11,430.00
Sheathing
635.00 m2
15.00
$9,525.00
2x4 Wood Stud
508.00 m2
25.00
$12,700.00
2x6 Cladding (1.5 meters)
363.00 m2
30.00
$10,890.00
Sheathing
1,185.80 m2
15.00
$17,787.00
2x4 Wood Stud
774.40 m2
25.00
$19,360.00
Base Allowance
C3030
Wood Clad Partition (Average Height 4 meters)
Wood Clad Partition (Average Height 6.4 meters)
$6,250.00
Interior Finishes
C3010
Ceiling Finishes
D
R
T
Drywall Partition (Average Height 4 meters)
D
R
$49,925.00
$445,939.50
2
B30
C1010
$1,500.00
New Single Doors
Overhead Doors
C10
Grand Total
Single Insulated Metal Doors with Glazing
B3010
Grand Total
Unit Price
INTERIOR FINISHES TOTAL
D20
D2010
$2,064.00
$152,514.50
Plumbing
Plumbing Fixtures
Water Closet WC-1
9.00 ea
1,500.00
Urinal UR-1
1.00 ea
1,500.00
$1,500.00
Lavatory L-2
10.00 ea
1,250.00
$12,500.00
$7,200.00
Wood Clad Partition (Average Height 2 meters)
$13,500.00
2x6 Cladding (one side)
130.00 m2
30.00
$3,900.00
Sink SK-1
4.00 ea
1,800.00
Sheathing
130.00 m2
15.00
$1,950.00
Janitor's Sink
1.00 ea
2,500.00
$2,500.00
2x4 Wood Stud
130.00 m2
25.00
$3,250.00
Drinking Fountain
1.00 ea
2,500.00
$2,500.00
Non-Freeze Hose Bib
8.00 ea
600.00
$4,800.00
Concrete Block (4 meters)
60.00 m2
250.00
$15,000.00
Floor Drain
15.00 ea
300.00
$4,500.00
Glazing Extra
15.00 m2
375.00
$5,625.00
Emergency Shower
1.00 ea
1,500.00
$1,500.00
Blocking Allowance
1,997.00 m2
5.00
$9,985.00
Emergency Eye Wash Station
1.00 ea
600.00
$600.00
Firestopping
1,997.00 m2
2.50
$4,992.50
Shower SH-1
2.00 ea
1,800.00
$3,600.00
C1020
Interior Doors
D2020
Domestic Water Distribution
New Double Doors
Domestic Water
750.00 m
42.00
$31,500.00
Door
6.00 ea.
300.00
$1,800.00
Insulation
250.00 m
20.00
$5,000.00
Frame
3.00 ea.
300.00
$900.00
Meter Tree & Backflow
1.00 ls
7,500.00
$7,500.00
Hardware
6.00 ea.
550.00
$3,300.00
Paint Doors
6.00 ea.
100.00
$600.00
500.00 m
55.00
$27,500.00
80.00 m
50.00
$4,000.00
D2030
Sanitary Waste
D2040
Rainwater Drainage
Sanitary / Vent
Drain Piping
11
12
39
Description
Takeoff Quantity
Grand Total
Unit Price
Grand Total
U1
U2
U3
D2090
D5020
$7,200.00
Devices
Domestic Water Heater DWH
2.00 ea
2,750.00
$5,500.00
Duplex receptacle, GFI, 15 A
50.00 ea
120.00
$6,000.00
Water Softener
1.00 ea
5,000.00
$5,000.00
Duplex receptacle, grounded, 120 V, 15 A
30.00 ea
105.00
$3,150.00
Domestic Expansion Tank
1.00 ea
1,200.00
$1,200.00
$2,850.00
Low voltage light switches
30.00 ea
95.00
HVAC
Stove outlets
0.00 ea
200.00
$0.00
Heat Generation
Special receptacles, L5-30P
4.00 ea
235.00
$940.00
4.00 ea
250.00
$1,000.00
Furnaces
2.00 ea
7,500.00
$15,000.00
Duplex receptacle, grounded, 120 V, 15 A, ceiling mounted, cord reels
Radiation Tube Heating
250.00 m
200.00
$50,000.00
Interior Lighting
Unit Heater
8.00 ea
1,800.00
$14,400.00
250.00
$12,500.00
Insulation
150.00 m
35.00
$5,250.00
Conduit & Wire
Valves
1.00 ea
2,500.00
$2,500.00
Wire, copper solid, 600 V, #12, type THW, in raceway
2,500.00 m
2.00
$5,000.00
Supply Duct
2,480.00 kg
12.00
$29,760.00
Elc mtl tbn (m),20 dm,4.6 m hgh,inc 2 trm,2 elb&11 bm clmp per 30.5 m
250.00 m
15.00
$3,750.00
Exhaust Duct
1,500.00 kg
12.00
$18,000.00
Breeching & Combustion Air
2.00 ea
1,250.00
$2,500.00
Detection Systems, temporal horn/strobe, excl. wires & conduit
D5030
Communications and Security
Fire Alarm System
$3,575.00
25,000.00
$25,000.00
Detection Systems, break glass station, excl. wires & conduit
7.00 ea
270.00
$1,890.00
Air Movers
6.00 ea
2,500.00
$15,000.00
Detection Systems, smoke detectors, excl. wires & conduit
4.00 ea
292.00
$1,168.00
Exhaust Fans
5.00 ea
1,500.00
$7,500.00
Detection Systems, heat detectors, excl. wires & conduit
10.00 ea
292.00
$2,920.00
Grilles & Diffusers
16.00 ea
250.00
$4,000.00
Detection Systems, duct detectors, excl. wires & conduit
4.00 ea
425.00
$1,700.00
2,500.00
$2,500.00
Detection Systems, relay, excl. wires & conduit
1.00 ea
292.00
$292.00
Detection Systems, isolator, excl. wires & conduit
1.00 ea
292.00
$292.00
Detection Systems, fire alarm testing and documentation
1.00 ea
800.00
$800.00
Detection Systems, fire alarm system verification
1.00 ea
750.00
$750.00
1,500.00
$1,500.00
3,527.00 m2
10.00
$35,270.00
3,527.00 m2
5.00
$17,635.00
Detection Systems, New Fire Alarm Panel
1.00 ea
2,300.00 m
2.00
$4,600.00
1.00 ea
4,000.00
$4,000.00
100.00 m
15.00
$1,500.00
Other Special HVAC
R
AF
Water Treatment
Fire Protection
Public Address System
Sprinklers
Sprinklers (office only)
3,527.00 m2
34.00
$119,918.00
Fire Protection Specialties
Fire Extinguisher and Cabinet
R
R
T
TABS
1.00 ls
2
325.00
1.00 ea
2
11.00 ea
Air Handling Unit for Office
Controls
5.00 ea
450.00
MECHANICAL TOTAL
$2,250.00
$529,333.00
Electrical
D
$20,000.00
50.00 ea
Lighting type - Office
Testing / Adjusting / Balancing
D5010
$22,500.00
500.00
$9,750.00
D3070
D50
225.00
40.00 ea
65.00
HVAC Instrumentation and Controls
D4030
100.00 ea
150.00 m
D3060
D4010
Lighting type - Barn
Lighting type - Arena
Heating Piping
Louvers
D40
Lighting and Branch Wiring
120.00
Terminal and Packaged Units
D3090
Grand Total
60.00 m
HVAC Distribution
D3050
Grand Total
Unit Price
Natural Gas
D30
D3040
Takeoff Quantity
Other Plumbing Systems
D3020
Description
T
U3
R
AF
U2
Electrical Service and Distribution
Main Distribution
New Main Switchgear
1.00 ea
2,500.00
$2,500.00
New Main Panel
1.00 ea
3,500.00
$3,500.00
Speakers
24.00 ea
300.00
$7,200.00
Speaker wire, 2 wires, #14
1,500.00 m
2.55
$3,825.00
R/I for microphone outlet
4.00 ea
325.00
$1,300.00
R/I for sound input outlets
4.00 ea
225.00
$900.00
Public address system, head end equipment
1.00 ea
2,500.00
$2,500.00
T.V outlets
12.00 ea
150.00
1,800
T.V Coax cable outlets
500.00 m
1.50
750
6,000
TV System
D
U1
Security System / Access Control
Detectn systems, motion sensor, excl wires & conduit
20.00 ea
300.00
Detection systems, door contacts, excl wires & conduit
8.00 ea
290.00
2,320
CCTV Cameras
4.00 ea
2,800.00
11,200
Transformer
N/A
0.00 ea
0.00
$0.00
Secondary Distribution
Secondary Distribution Panel, NQOD, 4 wire, 120/208V, 225A main, 42 circuits
4.00 ea
1,800.00
$7,200.00
Equipment Rough-Ins
Detection systems, indicating panel
1.00 ea
2,750.00
2,750
Detection systems, card reader, excl wires & conduit
4.00 ea
1,250.00
5,000
Wire, copper, stranded, 600 V, #12, type THW, in raceway
500.00 m
2.00
1,000
50.00 m
12.00
600
Rough in & hookup to AHU's
1.00 ea
1,600.00
$1,600.00
Data System
Rough in & hookup to motorized curtain
21.00 ea
500.00
$10,500.00
Data outlets
12.00 ea
165.00
1,980
Voice outlet
12.00 ea
125.00
1,500
180
Conduit & Wire
250.00 m
15.00
$3,750.00
Voice/data outlets - 1D/1V
1.00 ea
180.00
50.00 m
33.00
$1,650.00
Wireless access points
2.00 ea
320.00
640
500.00 m
2.00
$1,000.00
Data Cable, Cat 6
200.00 m
9.00
1,800
Wire, copper, stranded, 600 V, #3, type THW, in raceway
100.00 m
8.00
$800.00
Data system labelling, testing and documentation
1.00 ea
1,000.00
1,000
Telephone System Equipment
1.00 ea
2,500.00
2,500
Data System Equipment
1.00 ea
2,500.00
2,500
Grounding
Ground wire, copper wire, bare stranded, #2
100.00 m
11.00
$1,100.00
Water pipe ground clamps, heavy duty, bronze, 32 mm to 51 mm diameter
10.00 ea
45.00
$450.00
40
DUB ARCHITECTS LTD.
13
14
U1
U2
U3
Description
Takeoff Quantity
Grand Total
Unit Price
Grand Total
U1
U2
U3
D5090
Description
Takeoff Quantity
Other Electrical Systems
G30
Site Mechanical
G3010
Water Distribution
Emrg lght unts,nckl cdmm batt oprt,twin seald beam light,25 w,6 v each
8.00 ea
465.00
3,720
Water Line
Exit sign, L.E.D. standard, single face, ceiling or wall mount
8.00 ea
300.00
2,400
Fire Hydrant
Emrgn light, remote head, dual head
6.00 ea
165.00
990
Connect to Existing
500.00 m
2.00
1,000
50.00 m
15.00
750
G3020
Cable tray, basket type
100.00 m
65.00
G3060
$6,500.00
1.00 ea
5,000.00
$212,332.00
G40
FURNISHINGS TOTAL
$24,800.00
$24,800.00
240.00
14,400
5,000
2.00 ea
2,800.00
G4030
Site Lighting
New site lighting - LED
General Requirements
Supervision & Labour Expenses
R
Z1010
G1020
Site Clearing
Strip and Clear Site
6,600.00 m2
5.00
33,000
Initial Building Earthworks
3,527.00 m2
10.00
35,270
Demo Existing Arena/Buildings
3,412.00 m2
30.00
102,360
Re-grade Site
3,412.00 m2
5.00
17,060
Site Demolition and Relocations
G20
G2010
D
SITE PREPARATION TOTAL
Site Improvements
Roadways
New Entry, Gravel
868.00 m2
35.00
30,380
50.00 m
85.00
4,250
50.00 m2
105.00
5,250
New Concrete Pads
20.00 m2
150.00
3,000
Screw Piles
10.00 ea
450.00
4,500
New Curbing
G2030
$187,690.00
Z1030
75.00
$181,950.00
1,213.00 hrs
70.00
$84,910.00
Labour Support
1,213.00 hrs
45.00
$54,585.00
Safety
1,213.00
75.00
$90,975.00
Engineering
606.50
125.00
$75,812.50
Temporary Protection
265.00 m2
150.00
$39,750.00
Small Tools
14.00 ea.
750.00
$10,500.00
Temporary Lighting and Electrical
14.00 ea.
1,000.00
$14,000.00
Storage and Temp Office
3.00 ea.
5,000.00
$15,000.00
T
Z1020
Site Preparation
2,426.00 hrs
Temporary Conditions
R
AF
R
AF
$0.00
$0.00
Superintendent
Assistant Superintendent
Permits, Insurance & Bonding
Insurance
6,500.00 K
12.00
$78,000.00
Bonding
6,500.00 K
7.00
$45,500.00
Permits
6,500.00 K
3.00
GENERAL REQUIREMENTS TOTAL
$19,500.00
$710,482.50
D
T
0.00
5,600
$25,000.00
2
2
R
$0.00
$10,000.00
$82,500.00
5,000.00
Building Elements Demolition
SPECIAL BUILDING DEMOLITION TOTAL
G1010
10,000.00
1.00 ls
Special Building Demolition
G10
1.00 ls
60.00 m
$0.00
0.00 ea.
$10,000.00
Utility company, miscellaneous site works, Allowance
Z10
0.00
SPECIAL CONSTRUCTION TOTAL
N/A
$8,000.00
10,000.00
SITE ELECTRICAL TOTAL
N/A
F2010
160.00
1.00 ea.
New service from existing main transformer to new main distribution centre in building
Special Structures
F20
$2,000.00
Electrical Distribution
Special Construction
0.00 ea.
$10,000.00
2,000.00
Site Electrical
Fixed Furnishings
50.00
$42,500.00
SITE MECHANICAL TOTAL
G4010
496.00 m2
250.00
10,000.00
Fuel Distribution
$5,000.00
Furnishings
N/A
50.00 m
Gas Company Allowance
ELECTRICAL TOTAL
F1010
1.00 ls
Septic Tank
COMMISSIONING & START UP
Millwork Allowance (Office Area)
1.00 ea.
Sanitary Line
General Expenses
E20
170.00 m
Sanitary
Cable tray system
F10
Grand Total
Emergency Lighting Systems
E2010
Grand Total
Unit Price
Pedestrian Paving
New Concrete Paving
New Concrete Sidewalk
New Concrete Stoops
G2050
Landscaping
Area for Softscape (Sod)/Grading
2,205.00 m2
25.00
55,125
Area for Planting
50.00 m2
250.00
12,500
Allowance to Touch Up Construction Areas
SITE IMPROVEMENTS TOTAL
1.00 ls
7,500.00
7,500
$122,505.00
15
41
16
42
DUB ARCHITECTS LTD.
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119
01‐Sep
08‐Sep
15‐Sep
22‐Sep
29‐Sep
06‐Oct
13‐Oct
20‐Oct
27‐Oct
03‐Nov
10‐Nov
17‐Nov
24‐Nov
01‐Dec
08‐Dec
15‐Dec
22‐Dec
29‐Dec
05‐Jan
12‐Jan
19‐Jan
26‐Jan
02‐Feb
09‐Feb
16‐Feb
23‐Feb
02‐Mar
09‐Mar
16‐Mar
23‐Mar
30‐Mar
06‐Apr
13‐Apr
20‐Apr
27‐Apr
04‐May
11‐May
18‐May
25‐May
01‐Jun
08‐Jun
15‐Jun
22‐Jun
29‐Jun
06‐Jul
13‐Jul
20‐Jul
27‐Jul
03‐Aug
10‐Aug
17‐Aug
21‐Nov
17
14‐Nov
16
07‐Nov
15
31‐Oct
14
24‐Oct
13
17‐Oct
12
10‐Oct
11
03‐Oct
10
26‐Sep
9
19‐Sep
8
12‐Sep
7
05‐Sep
6
29‐Aug
5
22‐Aug
4
15‐Aug
3
08‐Aug
2
01‐Aug
1
25‐Aug
WEEK
18‐Aug
SCHEDULE
SCHEMATIC DESIGN
Issue SD Report (Oct. 6/14)
o
DESIGN DEVELOPMENT
EDC Pre‐Consultation
Issue DD Report (Jan. 24/15)
Development Permit Submission
EDC Consultation
o
o
o
o
CONSTRUCTION DOCUMENTS
TENDER
CONSTRUCTION
Occupancy for New Building (Sept. 4/16)
Demolition of Existing Building (Sept. 26/16)
o
o
43
44
DUB ARCHITECTS LTD.
APPENDIX A
45
2014-09-23 9:58:13 AM
NOTES
COPYRIGHT RESERVED. THESE DRAWINGS AND THE
DESIGN CONTAINED THEREIN OR WHICH MAY BE
INFERRED THEREFROM ARE, AND AT ALL TIMES
REMAIN, THE EXCLUSIVE PROPERTY OF DUB
ARCHITECTS AND HUGHES CONDON MARLER
ARCHITECTS (HCMA). DUB AND HCMA HOLD THE
COPYRIGHT AND OWNERSHIP IN THE SAID DRAWINGS,
WHICH CANNOT BE USED FOR ANY PURPOSE WITHOUT
THE EXPRESS WRITTEN CONSENT OF DUB AND HCMA.
1
A311
1
2
3000
3
3800
4
4100
5
3700
6
7
6000
8
6000
9
6000
10
6000
11
6000
12
6000
13
6000
14
6000
15
6000
6000
16
400mm diameter
cast-in-place concrete
friction pile, typ.
6000
A
3
11 m²
4
11 m²
5
9 m²
6
9 m²
10150
2
11 m²
7
9 m²
8
9 m²
9
9 m²
10
9 m²
11
9 m²
12
9 m²
13
9 m²
14
9 m²
15
9 m²
32
9 m²
33
9 m²
15
9 m²
16
9 m²
MUCK
5 m²
FEED
29 m²
MUCK
5 m²
Room
463 m²
TACK ROOM (WELCA)
27 m²
18
9 m²
19
9 m²
20
9 m²
21
9 m²
22
9 m²
23
9 m²
24
9 m²
#
ISSUE DESCRIPTION
DATE
CHECKED
17
9 m²
10150
1
11 m²
TACKING (WELCA)
60 m²
25
9 m²
26
9 m²
BF
27
9 m²
28
9 m²
29
9 m²
30
9 m²
31
9 m²
MUCK
6 m²
REVISIONS
STORAGE
20 m²
ISSUE DATA
B
DATE
BF
SEAL
SEAL
WASH
23 m²
Grade beam, typ.
PERMIT
RIDING ARENA
1530 m²
28300
54508
28300
125mm SLAB ON GRADE
CONSULTANTS
Steel column, typ.
TACK ROOM (LBTRA)
27 m²
TACKING (LBTRA)
57 m²
GROOM
23 m²
256 m²
C
JANITOR
6 m²
15889
STAFF ROOM
75 m²
BF
BF
LOCKER ROOM
44 m²
W/C
5 m²
Pile cap, typ.
MULTIPUPOSE ROOM
56 m²
RECEPTION / WAITING
41 m²
W/C
5 m²
W/C
13 m²
W/C
13 m²
ELECTRICAL
9 m²
MECHANICAL
16 m²
STORAGE
10 m²
STORAGE
11 m²
OFFICE
11 m²
OPEN OFFICE
97 m²
OFFICE
11 m²
PROJECT:
WHITEMUD EQUINE CENTRE
REDEVELOPMENT
LOCATION: 13204 - FOX DRIVE NW
DRAWING TITLE:
FOUNDATION
FLOOR PLANAND MAIN
LEVEL PLAN
ALL DIMENSIONS ARE IN MILLIMETERS
SCALE 1 : 150
1
Level 1
1 : 150
DRAWN BY
DATE
Author
Issue Date
REVIEWED BY
DATE
Issue Date
CHECKED BY
DATE
CAD FILE NAME:
Checker
Issue Date
DRAWING NO.
S201
A201
PROJECT NO.
1409
2014-09-23 9:58:13 AM
NOTES
175mm deep glulam
panels, typ. at low roof
1
A311
1
2
3000
3
3800
4
4100
5
3700
6
7
6000
8
6000
9
6000
10
6000
11
6000
12
6000
13
6000
14
6000
15
6000
6000
16
Stick-framed steel at side
spans, W460 beams and
W250 columns, typ.
6000
10150
4
11 m²
5
9 m²
6
9 m²
7
9 m²
8
9 m²
9
9 m²
10
9 m²
11
9 m²
12
9 m²
13
9 m²
14
9 m²
15
9 m²
32
9 m²
33
9 m²
15
9 m²
16
9 m²
18
9 m²
19
9 m²
20
9 m²
21
9 m²
22
9 m²
23
9 m²
24
9 m²
STEP
MUCK
5 m²
Room
463 m²
TACK ROOM (WELCA)
27 m²
#
ISSUE DESCRIPTION
DATE
CHECKED
17
9 m²
10150
3
11 m²
2
11 m²
SLOPE
DOWN
A
1
11 m²
TACKING (WELCA)
60 m²
25
9 m²
26
9 m²
27
9 m²
28
9 m²
29
9 m²
30
9 m²
31
9 m²
MUCK
6 m²
REVISIONS
STORAGE
20 m²
ISSUE DATA
B
DATE
MUCK
5 m²
FEED
29 m²
SEAL
SEAL
WASH
23 m²
PERMIT
54508
Steel moment frames at
center span, W760
beams and columns, typ.
28300
SLOPE
DOWN
28300
RIDING ARENA
1530 m²
CONSULTANTS
TACK ROOM (LBTRA)
27 m²
TACKING (LBTRA)
57 m²
GROOM
23 m²
256 m²
C
JANITOR
6 m²
LOCKER ROOM
44 m²
15889
W/C
5 m²
STAFF ROOM
75 m²
MULTIPUPOSE ROOM
56 m²
RECEPTION / WAITING
41 m²
W/C
5 m²
W/C
13 m²
W/C
13 m²
ELECTRICAL
9 m²
MECHANICAL
16 m²
STORAGE
10 m²
STORAGE
11 m²
OFFICE
11 m²
Stick-framed steel at side
spans, W460 beams and
W250 columns, typ.
OPEN OFFICE
97 m²
OFFICE
11 m²
130mm deep glulam
panels, typ. at high roof
PROJECT:
REDEVELOPMENT
LOCATION: 13204 - FOX DRIVE NW
W310 east-west
beams, typ.
DRAWING TITLE:
ROOF
PLAN
FLOOR
PLAN
ALL DIMENSIONS ARE IN MILLIMETERS
SCALE 1 : 150
1
Roof 1
Level
1 : 150
DRAWN BY
DATE
Author
Issue Date
REVIEWED BY
DATE
Issue Date
CHECKED BY
DATE
CAD FILE NAME:
Checker
Issue Date
DRAWING NO.
S202
A201
PROJECT NO.
1409
14
9 m²
13
9 m²
12
9 m²
10
9 m²
11
9 m²
8
9 m²
9
9 m²
6
9 m²
7
9 m²
4
9 m²
5
9 m²
2
9 m²
3
9 m²
1
9 m²
MUCK
4 m²
TACKING (WELCA)
63 m²
31
9 m²
32
9 m²
33
9 m²
TACK ROOM (WELCA)
27 m²
MUCK
4 m²
HORSE STALLS
430 m²
15
9 m²
16
9 m²
17
9 m²
18
9 m²
19
9 m²
20
9 m²
21
9 m²
22
9 m²
23
9 m²
24
9 m²
25
9 m²
26
9 m²
27
9 m²
28
9 m²
29
9 m²
30
9 m²
#
A
ISSUE DESCRIPTION
ISSUE FOR SCHEMATIC DESIGN
DATE
CHECKED
2014.10.03
JW
STORAGE
17 m²
MUCK
4 m²
FEED
27 m²
WASH
24 m²
RIDING ARENA
1530 m²
TACK ROOM (LBTRA)
31 m²
TACKING (LBTRA)
61 m²
GROOM
24 m²
PROJECT MANAGER:
256 m²
JANITOR
4 m²
6984
W/C
7 m²
W/C
5 m²
STAFF ROOM
80 m²
WAITING / RECEPTION
41 m²
W/C
7 m²
ELEC
10 m²
CORRIDOR
35 m²
W/C
5 m²
PROJECT#: 6984
MECH
26 m²
MULTIPURPOSE
56 m²
REDEVELOPMENT
OPEN OFFICE
83 m²
SCHEMATIC DESIGN
LOCKERS
20 m²
OFFICE
11 m²
OFFICE
11 m²
OFFICE
11 m²
OFFICE
11 m²
BOILER PIPING SCHEMATIC
AS SHOWN
1
M0
SCHEMATIC DESIGN
JW
2014.10.03
MJR
2014.10.03
MJR
2014.10.03
M0
1409
2014-10-01 9:34:59 AM
SYMBOL LEGEND
NORTH
SASKATCHEWAN
RIVER
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EXISTING ARENA TO BE
DEMOLISHED
X
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EXISTING
OUTDOOR
ARENA
X
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PADDOCK
X
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CHECKED
X
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DATE
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X X
KEILLOR
HOMES
X
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ISSUE DESCRIPTION
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XX
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#
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X XX
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X
AIL
KEILLOR TR
X
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PROPOSED BUILDING
LOCATION
X
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FOX
DRIVE
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AD
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ACCESS RO
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BOARDER
BARN
X
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X
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HAY
BARN
X
BOARDER
BARN
X
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NEW DROP OFF AREA
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EXISTING
PARKING
6984
X
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SITE KEYNOTES
SITE PLAN
GENERAL NOTES
LEGAL DESCRIPTION
LOT 2, BLOCK XXX
PLAN 9825678
13204 FOX DRIVE NW
EDMONTON, ALBERTA
REDEVELOPMENT
ELECTRICAL
SITE PLAN
1:750
LF
10/03/14
E101
-KM
10/03/14
1409
2014-10-01 9:34:59 AM
#
ISSUE DESCRIPTION
DATE
CHECKED
SINGLE LINE DIAGRAM
GROUND GRID DETAIL
UNDERGROUND DUCTBANK DETAIL
6984
REDEVELOPMENT
MAIN FLOOR
1:750
LF
10/03/14
E301
-KM
10/03/14
1409
CIVIL LEGEND - SERVICING
STRUCTURES:
SERVICES:
PLUMBING:
FIRE PROTECTION:
FITTINGS:
SITE:
TAGS:
ABBREVIATIONS:


NOT FOR
CONSTRUCTION
WHITEMUD EQUINE CENTER
REDEVELOPMENT
CIVIL SITE PLAN
1
C01
SITE PLAN
C01
December 11, 2014
Dub Architects Limited
Addendum to the Schematic Design Report
INTRODUCTION
This addendum describes the modified Schematic Design that has been subsequently developed during
the funding request phase of the project.
The design presented in the Schematic Design Report was based on the original program requirements
and had a gross area of 3,533 m2. The cost estimate established the construction cost to be $7,502,000 +
GST.
At a meeting on November 20, 2014, Community Services established a total project budget of
$6,500,000, with a construction budget of $4,175,000. The modified design presented within this
addendum falls within this revised construction budget range.
In order to reduce the estimated cost, a significant amount of area was deleted from the program. The
revised program is as follows:
- 20 x 60m Indoor Riding Arena
- Approx. 20 Horse Stables
- Two Tack Storage Rooms
- 12 Open Tack Stalls
- One Feed Storage Room
- Spectator Seating for 75 persons
- Classroom space
- Public Washrooms
The gross floor area of the modified design is 2,338 m2. Based on the unit cost from the Schematic Design
Report cost estimate and realizing cost savings from replacing the wood roof deck with a metal deck, the
construction cost associated with the reduced area is $4,600,000. It is anticipated that during the Design
Development phase the estimated cost will be refined and we are optimistic it can be reduced to achieve
the budget.
The structural, mechanical and electrical systems presented in the Schematic Design Report remain
unchanged, with the exception of the change to a metal roof deck. The material palette for the building
also remains unchanged, and will be refined during the Design Development phase.
The following pages contain a site plan and floor plan showing the revised design, an area summary chart,
and an updated project schedule. The area summary chart compares areas from the Functional Program
as well as the original Schematic Design.
1
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
SITE PLAN




2
3
6000
1
9 m²
3095
6000
2
9 m²
3000
11
9 m²
A
4
5
6000
6
6000
3
9 m²
4
9 m²
5
9 m²
3000
3000
3000
3000
3000
12
9 m²
13
9 m²
14
9 m²
15
9 m²
16
9 m²
6000
Lift
Storage
WOMENS
33 m²
MENS
31 m²
9
6000
TACK
27 m²
12
6000
6
9 m²
TACKING STALLS
49 m²
TACK
27 m²
10
3000
3000
3000
17
9 m²
18
9 m²
19
9 m²
7
9 m²
6000
8
9 m²
7800
9
9 m²
10
9 m²
4295
FEED
24 m²
RIDING ARENA
1200 m²
UP
ramp
8
6000
18000
205 m²
CORRIDOR
9 m²
JANITOR
7 m²
6000
TACKING STALLS
49 m²
HORSE STABLES
B
7
CLASS ROOM
127 m²
UP
2
75 SPECTATOR SEATS
VESTIBULE
16 m²
1
ANG
OVERH
MECHANICAL
12 m²
N
FLOOR PLAN
CITY OF EDMONTON
ELECTRICAL
11 m²
FLOOR PLAN AREA: 25162 SF / 2338 m²
EQUINE
CENTRE
REDEVELOPMENT
| WHITEMUD
Whitemud Equine Centre
Redevelopment
Schematic
Design Report
Dub Architects Ltd.
DECEMBER 11, 2014
3
Level 2
4500
Level 1
0
SOUTH ELEVATION
3
SOUTH ELEVATION
1 : 200
Level 2
4500
Level 1
0
4
WEST ELEVATION
WEST ELEVATION
1 : 200
ELEVATIONS
4
Dub Architects Ltd.
DECEMBER 11, 2014
Level 2
4500
Level 1
0
NORTH ELEVATION
1
NORTH ELEVATION
1 : 200
Level 2
4500
EAST ELEVATION
2
Level 1
0
EAST ELEVATIONS
1 : 200
ELEVATIONS
5
Dub Architects Ltd.
DECEMBER 11, 2014
PERSPECTIVE VIEW LOOKING NORTHWEST TO ENTRANCE
6
PERSPECTIVE VIEW FROM SOUTHWEST
7
AREA SUMMARY
Indoor Riding Arena
Riding Arena
• Riding Surface
• Circulation Around Arena
Rider‐to‐Horse Transfer Ramp
Spectator Seating
Lockers / Change Area
Washroom
Barrier Free Physio / Warm‐up
Subtotal Net
Stables & Barn
Horse Stalls
Tacking Stalls, LBTRA
Tacking Stalls, WELCA
Tack Room, LBTRA
Tack Room, WELCA
Feed Room
Tack Lockers
Grooming Stalls
Washracks / Ferrier / Vet Room
Muck Bucket Alcoves
Toilet, Barrier Free
Subtotal Net
Functional Program
Net Area (sq. m.)
Units Area/Unit
1
1
1
100
12
2
1
1200.0
600.0
18.0
1200.0
600.0
18.0
Schematic Design
Area/Unit Net Area (m²)
(m²)
Units
1
1
1504.0
282.0
1504.0
282.0
100
1.0
5.0
18.6
12.0
10.0
18.6
1858.6
Functional Program
Area/Unit
Net Area (m²)
(m²)
Units
37
9.3
344.1
6
9.3
55.8
6
9.3
55.8
1
26.0
26.0
1
26.0
26.0
1
27.0
27.0
37
0.6
22.2
2
9.3
18.6
2
9.3
18.6
3
3.6
10.8
2
5.0
10.0
614.9
Units
1
1
Revised Schematic Design
Area/Unit
Net Area (m²)
(m²)
1200
205.0
1200.0
205.0
75
1786.0
Schematic Design
(m²)
Units
36
9.2
332.0
6
9.7
58.0
6
7.2
43.0
1
27.0
27.0
1
26.0
26.0
1
29.0
29.0
0
0.0
0.0
2
11.5
23.0
2
17.0
28.0
3
13.0
17.0
0
0.0
0.0
583.0
1405.0
Units
19
6
6
1
1
1
Area/Unit
Net Area (m²)
(m²)
9.0
171.0
8.2
49.0
8.2
49.0
27.0
27.0
27.0
27.0
24.0
24.0
347.0
Differential Area
(m²)
‐304.0 ‐77.0 0.0
0.0
0.0
0.0
0.0
‐381.0 Differential Area
(m²)
‐161.0 ‐9.0 6.0
0.0
1.0
‐5.0 0.0
‐23.0 ‐28.0 ‐17.0 0.0
‐236.0 Comments
Arena size reduced to 20 x 60m
Accommodated in Public Washrooms
Not provided
Comments
Number of stalls reduced
Lockers may be integrated into horse stalls. Develop in next stage.
Deleted from program
8
General Office
LBTRA Executive Director Enclosed Office
LBTRA Fund Development Enclosed Office
WELCA Executive Director Enclosed Office
WELCA Fund Development Enclosed Office
Open Office
Reception Counter
Waiting for 4 people
Vending Machine
File Storage
Office Storage & Business Machines
Public Female Washroom
Public Male Washroom
Janitor's Closet
Multifunction Meeting Space
• Meeting Space
• Lockers
Staff Room (Barn Staff)
• Table & Chair Seating / Lounge
• Kitchenette
• Workstation
• 12 Lockers
• Washroom for Staff
Staff Storage Room
Subtotal Net
Total Gross Area
Functional Program
Net Area (sq. m.)
Units Area/Unit
1
1
1
1
1
1
4
1
1
1
0
0
1
11.0
11.0
11.0
11.0
85.0
7.5
1.4
4.0
1
1
56.0
30.0
1
1
1
1
2
0
39.9
5.6
7.5
12.0
5.0
0.0
0.0
0.0
5.0
Schematic Design
(m²)
Units
11.0
11.0
11.0
11.0
85.0
7.5
5.6
4.0
0.0
0.0
0.0
0.0
5.0
1
1
1
1
1
1
1
0
0
0
1
1
1
11.0
11.0
11.0
11.0
86.0
21.5
21.5
0.0
0.0
0.0
25.0
17.0
7.0
11.0
11.0
11.0
11.0
86.0
21.5
21.5
0.0
0.0
0.0
25.0
17.0
7.0
56.0
30.0
75.0
39.9
5.6
7.5
12.0
10.0
0.0
312.1
1
1
56.0
31.0
0
0
0
0
1
1
0.0
0.0
0.0
0.0
10.0
14.0
56.0
31.0
60.0
0.0
0.0
0.0
0.0
10.0
14.0
393.0
3690.0
3532.6
Units
Area/Unit
Net Area (m²)
(m²)
Differential Area
(m²)
198.0
‐11.0 ‐11.0 ‐11.0 ‐11.0 ‐86.0 ‐21.5 ‐21.5 0.0
0.0
0.0
8.0
14.0
0.0
0.0
71.0
‐31.0 ‐60.0 0.0
0.0
0.0
0.0
‐10.0 ‐14.0 ‐195.0 2338.0
‐1194.6 1
1
1
33.0
31.0
7.0
33.0
31.0
7.0
1
127.0
127.0
Comments
Will be accommodated in vestibule
Washrooms will accommodate required number of fixtures per building code.
To be accommodated in next phase
Revised to match area of existing classroom
Deleted from program. Accommodate lockers in next phase
9
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119
01‐Sep
08‐Sep
15‐Sep
22‐Sep
29‐Sep
06‐Oct
13‐Oct
20‐Oct
27‐Oct
03‐Nov
10‐Nov
17‐Nov
24‐Nov
01‐Dec
08‐Dec
15‐Dec
22‐Dec
29‐Dec
05‐Jan
12‐Jan
19‐Jan
26‐Jan
02‐Feb
09‐Feb
16‐Feb
23‐Feb
02‐Mar
09‐Mar
16‐Mar
23‐Mar
30‐Mar
06‐Apr
13‐Apr
20‐Apr
27‐Apr
04‐May
11‐May
18‐May
25‐May
01‐Jun
08‐Jun
15‐Jun
22‐Jun
29‐Jun
06‐Jul
13‐Jul
20‐Jul
27‐Jul
03‐Aug
10‐Aug
17‐Aug
21‐Nov
17
14‐Nov
16
07‐Nov
15
31‐Oct
14
24‐Oct
13
17‐Oct
12
10‐Oct
11
03‐Oct
10
26‐Sep
9
19‐Sep
8
12‐Sep
7
05‐Sep
6
29‐Aug
5
22‐Aug
4
15‐Aug
3
08‐Aug
2
01‐Aug
1
25‐Aug
WEEK
18‐Aug
SCHEDULE
SCHEMATIC DESIGN
Issue SD Report (Oct. 6/14)
o
Funding Request
DESIGN DEVELOPMENT
EDC Pre‐Consultation
Issue DD Report (Feb. 27/15)
Development Permit Submission
EDC Consultation
o
o
o
o
CONSTRUCTION DOCUMENTS
TENDER
CONSTRUCTION
Occupancy for New Building (Sept. 4/16)
Demolition of Existing Building (Sept. 26/16)
o
o
10

WHITEMUD EQUINE CENTRE REDEVELOPMENT

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