WESTWIND CENTER, SPRUCE GROVE, ALBERTA

WESTWIND CENTER, SPRUCE GROVE, ALBERTA
Item
1
Alberta Building Code Matrix Parts 3 & 9
Project Description: Building N
OBC Reference
New
Part 11
Part 3
Addition
WESTWIND CENTER, SPRUCE GROVE, ALBERTA
ARCHITECTURAL DRAWINGS
Major Occupancy(s)
3
Major Occupancy(s)
4
Building Area (sq. M)
3.1.2.1.(1)
Group E
Existing
Existing
5
Gross Area (sq. M)
6
Number of Storeys
7
Height of Building (m)
8
Number of Streets/Access Routes
9
Building Classification
10
11
Building Classification
Sprinkler System Proposed
New 925
-
Total 925
New 925
-
Above grade
1
3.1.2.1.(1)
--
1.1.3.2
--
1.1.3.2
Total 925
Below grade
3.2.1.1 & 1.1.3.2
0
5.18 m (T/O STEEL)
--
1
Group E, up to 2 storeys
3.2.2.10 & 3.2.5
COVER PAGE
SITE PLAN
CONSTRUCTION ASSEMBLIES & NOTES
FLOOR PLAN
ROOF PLAN
ELEVATIONS
EXTERIOR WALL SECTIONS
EXTERIOR WALL SECTIONS
WALL SECTION
TYPICAL DETAILS
TYPICAL DETAILS
TYPICAL DETAILS
DOOR SCHEDULE
GLAZING SCHEDULE
CIVIL DRAWINGS
C-1
C-2
C-3
C-4
C-5
GRADING PLAN
UNDERGROUND UTILITIES PLAN
GENERAL NOTES & STANDARD DETAILS
STANDARD DETAILS
STANDARD DETAILS
LANDSCAPE DRAWINGS
L-1
L-2
L-3
L-4
L-5
LANDSCAPE PLAN
SITE CONCRETE LAYOUT PLAN
DETAILS
DETAILS
SITE FURNITURE & DETAILS
S1.0
S1.1
S1.2
S1.3
S1.4
S2.1
S3.1
S4.1
S4.2
S4.3
S5.1
S6.1
S6.2
S6.3
S7.1
S7.2
S7.3
S7.4
STRUCTURAL 3D VIEW
GENERAL NOTES
GENERAL NOTES AND TYPICAL DETAILS
TYPICAL DETAILS AND SCHEDULES
STRUCTURAL SPECIFICATIONS
PILE LAYOUT PLAN
FOUNDATION PLAN
EYEBOWN/ CANOPY AND ROOF FRAMING PLAN
HIGH PARAPET FRAMING PLAN
SNOW PILING, WIND UPLIFT, WATER PONDING PLANS
STEEL ELEVATION
CONCRETE PIER DETAILS
CONCRETE PIER DETAILS
FOUNDATION SECTIONS
FRAMING SECTIONS
FRAMING SECTIONS
FRAMING SECTIONS
FRAMING SECTIONS
MECHANICAL DRAWINGS
M1
HVAC LAYOUT
M2
PLUMBING & DRAINAGE LAYOUT
M3
NOTES & SCHEDULES
M4
DETAILS
ELECTRICAL DRAWINGS
ES1
ES2
E-1
E-2
E-3
E-4
ELECTRICAL SPECIFICATION
ELECTRICAL SITE PLAN
ELECTRICAL SPECIFICATIONS
LEGEND & ELECTRICAL DETAILS
ELECTRICAL FLOOR PLAN
SINGLE LINE RISER DIAGRAM & PANEL SCHEDULES
T URNER FLEISCHER ARCHITECTS INC.
 Lesmill Road Toronto  Canada  
Telephone() -
turnerfleischer.com
--2.1.1.3
--
3.2.2.61
Entire Building
STRUCTURAL DRAWINGS
--
3.2.2.61
---
--
Basement only
In lieu of roof rating
A0.0
A0.1
A1.0
A2.1
A2.2
A4.1
A5.1
A5.2
A5.3
A7.1
A7.2
A7.3
A8.1
A8.2
TURN ER FLEISC HER
Alteration
Change of Use
2
Part 9
2.1.1
9.10.1.3
This drawing, as an instrument of service, is provided by and is the property of Turner Fleisher Architects Inc. The
contractor must verify and accept responsibility for all dimensions and conditions on site and must notify Turner
Fleischer Architects Inc. of any variations from the supplied information. This drawing is not to be scaled. The
architect is not responsible for the accuracy of survey, structural, mechanical, electrical, etc., information shown
on this drawing. Refer to the appropriate consultant's drawings before proceeding with the work. Construction
must conform to all applicable codes and requirements of authorities having jurisdiction. The contractor working
from drawings not specifically marked 'For Construction' must assume full responsibility and bear costs for any
corrections or damages resulting from his work.
Not required
Yes
No
3.2.9.
Grnd. Floor
Yes
No
3.2.4.
14
Water Service/Supply is Adequate
Yes
No
3.2.5.7.
--
15
High Building
Yes
No
3.2.6.
--
3.2.2.59
3.2.2.25
--
3.2.1.1.(3)-(8)
--
3.1.17
--
12
Standpipe required
13
Fire Alarm Required
--
16
Permitted Construction
Actual Construction
17
18
Mezzanine(s) Area (sq. M)
Non-combustible
Non-combustible
Occupancy:
Occupancy:
Occupancy:
19
Barrier-free Design
20
Hazardous Substances
E
E
E
Design of Building
Load <-Persons
Load <-Persons
Load <-Load <--
Persons
Persons
Load <-Load <-Load <--
Persons
Persons
Persons
No (Explain)
Yes
Yes
Horizontal Assemblies FRR
(Hours)
Required Fire
Resistance
Rating (FRR) Floors
Roof
Mezzanine
Mezzanine
No
Listed Design No. or
Description (SB-2)
0
Hours
0
Hours
-
N/A
Hours
-
FRR of Supporting
Members
Floors
Roof
Both
Both
N/A
Occupant load based on
S.M./Person
Occupancy:
Unit BN-1
E
Occupancy:
Unit BN-2
E
Occupancy:
Unit BN-3
E
Occupancy:
Unit BN-4
E
Unit BN-5
Unit BN-6
Unit BN-7
21
Combustible
Combustible
--
3.8
3.3.1.2 & 3.3.1.19
--
3.2.2.61 & 3.2.1.4
--
Listed Design No. or
Description (SB-2)
0
0
Hours
Hours
N/A
Hours
-
22 Spatial Separation - Consruction of Exterior Walls
3.2.3
Listed Design
Comb. Constr. NonPermitted Proposed %
Area of
Comb.
FRR
L.D. L/H or
or
Nonc. Cladding Comb.
Max % of of Openings
EBF (sm)
Wall
Const.
(hours)
(m)
H/L
Description
Openings
Constr.
North
South
±318
±317
14.2
9.5/1
9.5/1
31.5
5.8
100
16
1
N/A
N/A
>30
* West
±118
22
3.5/1
14
N/A
N/A
East
±117
15.6
3.5/1
100
59
9.3
1
N/A
N/A
* Denotes wall faces a street, as per ABC 2012 section 3.2.3.10
- In regards to Limiting Distance and Permitted Max % of Openings, the West wall is considered to face a street and is
permitted to have unlimited unprotected openings, as per ABC 2012 section 3.2.3.10
NOTE:
- North & East exterior walls will achieve the required 1 hour fire rating by means of
upgrading to 2 layer 1/2" Type-X gypsum on their interior face (instead of the current 1 layer 1/2" non specific gypsum)
and by means of the listed integral fire resistance of the steel stud within the wall assemblies. As per SB-2 (section 2.3.4) 2
layer 1/2" TypeX gypsum provides a 80 minute resistance. Additionally, as per SB-2 (section 2.3.4) steel studs at 16" O.C.
provide a 10 minute resistance.
- See Construction Assemblies for further notes on exterior wall constructions
2
1
#
17/02/22
17/02/07
DATE
ISSUED FOR TENDER
ISSUED FOR REVIEW
DESCRIPTION
PROJECT
WESTWIND CENTRE
SPRUCEGROVE, ALBERTA
DRAWING
COVER PAGE
PROJECT NO.
14.178
PROJECT DATE
2017-01-03
DRAWN BY
LW
CHECKED BY
NA
SCALE
6" = 1'-0"
DRAWING NO.
A0.0
LW
LW
BY
7500
SETBACK
EXTENT OF RIGHT OF WAY
12755
7700
7500
SETBACK
This drawing, as an instrument of service, is provided by and is the property of Turner
Fleischer Architects Inc. The contractor must verify and accept responsibility for all
dimensions and conditions on site and must notify Turner Fleischer Architects Inc. of
any variations from the supplied information. This drawing is not to be scaled. The
architect is not responsible for the accuracy of survey, structural, mechanical,
electrical, etc., information shown on this drawing. Refer to the appropriate
consultant's drawings before proceeding with the work. Construction must conform
to all applicable codes and requirements of authorities having jurisdiction. The
contractor working from drawings not specifically marked 'For Construction' must
assume full responsibility and bear costs for any corrections or damages resulting
from his work.
R/W PLAN 132 2525
6.580
LEGEND
WASTE
MOLOK
6096
(20'- 0")
6096
(20'- 0")
8230
7315
3025
453
15
00
2743
12192
1700
9084
± 7,250 S.F.
± 2,460 S.F.
± 250 S.F.
± 9,960 S.F.
± 674 S.M.
± 229 S.M.
± 23 S.M.
± 925 S.M.
78 CARS
8.03/1,000 S.F.
78 CARS
8.65/100 S.M.
7315
LOT 1, BLOCK 7 PLAN 162 0361
ZONING STATISTICS
BUILDING HEIGHT
FRONT YARD SETBACK
REAR YARD SETBACK
1500
2400
1950
PROPOSED
5 M.
22.6 M
12.75 M
REQUIRED
14M/FOUR STOREY
6.0 M
7.5 M
17 CARS
39 CARS
56 CARS
78 CARS
3 RACKS
4 RACKS
PROPOSED
LEFT IN/
RIGHT OUT
8
A0.1
KEY PLAN
1 : 2500
SITE B1
5" POURED CONC.
SIDEWALK ON 6"
COMPACTED "A"
GRANULAR BASE
(±1.81 ACRES)
(±0.73 H.A.)
GENERAL NOTES:
EDGE OF SIDEWALK
CONCRETE CURB
G1. SIDEWALK SLOPES TO BE 1/8" / FT. (1%)
MAX. IN ALL DIRECTIONS ALONG STOREFRONT,
1/4"/FT. (2%) MAX. IN OTHER AREAS.
ASPHALT PAVING BY OTHERS
G2. EXPANSION JOINTS ARE TO BE AS SPECIFIED
& AS LOCATED ON ARCHITECTURAL DOCUMENTS.
MAX 1:20 SLOPE
120
0
11.79 %
BICYCLE PARKING
(5% OF TOTAL PARKING)
1950
906
80
0
44
00
± 0.78 H.A.
C2‐VEHICLE ORIENTED COMMERCIAL DISTRICT
B
0
110
3407
B
7551
32902
906
2969
6096
7315
(24'- 0")
9
±1.94 ACRES
ZONING STATISTICS
B
SITE B3
9
SITE B3 AREA
PARKING
RETAIL (2.5 CARS PER 100 S.M.)
REST. (1 CAR PER 6 S.M.)
TOTAL PARKING
PROPOSED
FIRE
HYDRANT
7315
5600
G3. REINFORCING TO BE AS PER STRUCTURAL
DOCUMENTS.
12
A
G4. CONCRETE TO BE BROOM FINISHED AS PER
ARCHITECTURAL SPECIFICATIONS.
TYPICAL SIDEWALK
NOTES:
EDGE OF SIDEWALK
4760
1441
6
3730
1500
16444
6112
MAX 1 :10 SLOPE
DEPRESSED CURB
1. WHERE SIDEWALK IS CONTINUOUSLY ADJACENT ,
REDUCE THE DROPPED CURB AT ENTRANCES TO 3".
PATCH & REPAIR
ASPHALT PAVING
AS REQUIRED
2. FOR SLIPFORMING PROCEDURE A 5% BATTER IS
ACCEPTABLE.
A. TREATMENT AT ENTRANCES SHALL CONFORM
WITH OPSD‐351.01
B. OUTLET TREATMENT SHALL CONFORM WITH
OPSD‐610 SERIES
00
70
46
00
FUTURE
CONCRETE
SIDEWALK
4000
6096
16444
1829
7315
00
26
6000
SETBACK
911
(±1.94 ACRES)
(±0.78 H.A.)
78 CARS
(8.03/1,000 S.F.)
800
± 0.73 H.A.
± 0.35 H.A.
± 0.78 H.A.
± 1.87 H.A.
SITE COVERAGE
D
6096
A0.1
00
15
6
914
LANDSCAPE
12176
7315
453
3
1813
2
A0.1
9
6096
7315
2
HEAVY DUTY ASPHALT
FIRE TRUCK ROUTE
6096
960
5486
3
A0.1
± 1.81 ACRES
± 0.87 ACRES
± 1.94 ACRES
± 4.62 ACRES
PARKING PROVIDED
9
9
480
899
CENTURY ROAD
21946
480
A 12176 A
1829
1973
00
15
16466
SITE B1 AREA
SITE B2 AREA
SITE B3 AREA
TOTAL SITE AREA
RETAIL AREA
RESTAURANT AREA
M./E. ROOM AREA
TOTAL BUILDING N AREA
2000
9037
6
6096 8
914
5486
2743
(18'- 0") (9'- 0")
B
19202
PROPOSED
TRANSFORMER 3073
3619
A0.1
HEAVY DUTY ASPHALT
FIRE TRUCK ROUTE
B
4564
1890
13
00
0
A0.1
15
00
00
60
6096
PROPOSED
RIGHT IN
ONLY
A0.1
SITE STATISTICS
FUTURE
SIGNALIZED
INTERSECTION
9
24689
5000
7315
A0.1
A0.1
9
IVE
15
00
4
B
2743 2743 2743
00
42
2400
PROPOSED CONCRETE SIDEWALK
7
B
W
DR
IND
W
EST
C
6195
838
PROPOSED FIRE & TRUCK ROUTE
(HEAVY DUTY ASPHALT)
±1.81 ACRES
23.890
3.000
SITE B2
14
6188
(20'- 4")
PROPOSED SIGN
SITE B1
PROPOSED
RIGHT IN /
RIGHT OUT
A0.1
9
BLOCK 7
KENTON WAY
1
6096
(20'- 0")
LOT 1 1
LOT
BLOCK 7
PLAN 162 0361
PROPOSED EXIT ARROW
FUTURE
SIGNALIZED
INTERSECTION
CENTURY ROAD
6096
(20'- 0")
SITE B3
±1.94 ACRES
78 CARS
(8.03/1,000 S.F.)
EXTENT
OF DP
±0.87 ACRES
(GAS BAR)
HEAVY DUTY ASPHALT
FIRE TRUCK ROUTE
6096
(20'- 0")
12001
(39'- 4")
UNIT N.7
RETAIL
G.F.A.=
(±1,270 S.F.)
G.L.A.=
(±1,123 S.F.)
UNIT N.6
UNIT N.5
UNIT N.4
RETAIL
RETAIL
RETAIL
G.F.A.=
G.F.A.=
G.F.A.=
(±1,240 S.F.) (±1,240 S.F.) (±1,250 S.F.)
G.L.A.=
G.L.A.=
G.L.A.=
(±1,188 S.F.) (±1,195 S.F.) (±1,194 S.F.)
24.420
3.000
70
0
UNIT N.3
RETAIL
G.F.A.=
(±1,150 S.F.)
G.L.A.=
(±1,109 S.F.)
125800
PROPOSED
RIGHT IN
ONLY
60
00
UNIT N.2
RETAIL
G.F.A.=
(±1,100 S.F.)
G.L.A.=
(±1,051 S.F.)
CENTURY ROAD
92
00
A0.1
1821
1500
10
BUILDING N
PROPOSED ENTRANCE ARROW
B
13
RECYCLE
MOLOK
GREASE
MOLOK
9272
19093 (62' ‐ 8")
1821
UNIT N.1
RESTAURANT
G.F.A.=
(±2,460 S.F.)
G.L.A.=
(±2,260 S.F.)
807
3657
1500
4000
(± 9,960 S.F.)
12
Y
16500
9
11
(± 9,960 S.F.)
2
22644
10
A
W
6000
SETBACK
M+E ROOM
(± 250 S.F.)
3
00
220
PROPOSED
PYLON SIGN
9
91
4
0
710
5433
8
13975
1455
7658
7
ON
NT
KE
FUTURE
CONCRETE
SIDEWALK
00
15
76
00
6
50
00
3600
5
4
RET.N
B
B
9
B
A0.1
C. THE LENGTH OF TRANSITION FROM ONE CURB TYPE
TO ANOTHER SHALL BE 3.0M , EXCEPT IN CONJUNCTION
WITH GUIDE RAIL, IT SHALL CONFORM TO OPSD‐900 SERIES
TYPICAL INTERNAL
RAMP / SIDEWALK
SITE B2
(±0.87 ACRES)
(±0.35 H.A.)
B
FLARED SIDE
SLOPED CURB
DP PLAN
1 : 300
D
SMOOTH
TRANSITON
BETWEEN RAMP
AND SIDEWALK
E
OP
SL
1
A0.1
CONCRETE CURB
BRUSHED CONCRETE
FLARED SIDES C/W
V‐GROOVES AT 3" O.C.
AND ALTERNATE
PAINTING YELLOW STRIPES
3
2017-02-21
2
2017-02-10
1
2017-01-11
Issue: Rev:
Date:
ISSUED FOR TENDER
ISSUED FOR PERMIT
ISSUED FOR REVIEW
Issue / Revision:
JJ
JJ
JJ
By
1670 ( 5'- 6" )
NOTES:
POURED CONCRETE CURB
A
6"
LANDSCAPE AS PER SITE
PLANNING DOCUMENTS
R = 2"
BY PERMIT
ONLY
4'- 11"
R = 1/4"
2'- 9"
1.TREATMENT AT ENTRANCES SHALL CONFORM WITH
OPSD‐351.01
2.OUTLET TREATMENT SHALL CONFORM WITH OPSD‐610
SERIES
3. THE LENGHT OF TRANSITION FROM ONE CURB TYPE TO
ANOTHER SHALL BE 3.0M, EXCEPT IN CONJUNCTION WITH
GUIDE RAIL, IT SHALL CONFORM TO OPSD‐900 SERIES
B
ASPHALT PAVING
TOW AWAY ZONE
6"
ON DRIVEWAY
"DISABLE PARKING PERMIT" SIGN
Rb‐93 (300x450)mm
RED REFL. INTERDICTORY SYMBOL,
BLUE REFL. SYMBOL OF ACCESS & SYMBOL BORDER,
BLACK SYMBOL, LEGEND & BORDER,
WHITE REFL. BACKGROUND
BUILDING OUTLINE
LOCATE RAMP TO
MAINTAIN
MIN. 1670MM X 1670MM
FLAT SURFACE BETWEEN
RAMP & BUILDING
RAMP MAX.
SLOPE 1:10‐1:12
"FIRE ROUTE" SIGN
(300x450)mm
RED REFL. INTERDICTORY SYMBOL,
BLACK SYMBOL,
WHITE REFL. "FIRE ROUTE" ON BLACK BACKGROUND,
BLACK LEGEND & BORDER,
WHITE REFL. BACKGROUND
1500
MINIMUM RAMP WIDTH
2'- 0"
DESCRIPTION
( 5'- 6" )
2'- 0"
SIGN
1670
SYMBOL
BRUSHED CONCRETE
RAMP C/W V‐GROOVES
@ 3" O.C.
DEPRESSED CONCRETE
CURB AT ASPHALT HEIGHT
SMOOTH TRANSITION
BETWEEN CURB AND
ADJACENT SURFACES MAX.
1/2" HIGH BEVELLED SLOPE @
1:2
6'- 0"
C
2'- 0"
CONCRETE
SIDEWALK MAX.
SLOPE 1:20
SIDEWALK PART OF BUILDING CONTRACT.
D
2
A0.1
4
CONCRETE CURB SECTION
1 : 175
A0.1
6
FROST SLAB PLAN
1 : 75
A0.1
9
SIGN LEGEND
1 : 40
ASPHALT PAVING
ASPHALT IMPREGANTED
FIBERBOARD JOINT FILLER
"STOP" SIGN
Ra‐1 (600x600)mm
WHITE REFL. LEGEND & BORDER,
RED REFL. BACKGROUND
CURB PART OF SITE CONTRACT
PATCH & REPAIR
ASPHALT PAVING
AS REQUIRED
SLOPED CURB
10"
2'- 0"
SEE NOTES
FLARED SIDE
"LOADING ZONE" SIGN
(300x450)mm
RED REFL. INTERDICTORY SYMBOL,
BLACK SYMBOL, LEGEND & BORDER,
WHITE REFL. BACKGROUND
D
LOADING
ZONE
1/2" ASPHALT IMPREGANTED FIBERBOARD
JOINT FILLER @ CONTROL JOINT.
SL
OP
E
1'‐4"
4" RIGID INSULATION AT ALL ENTRANCES
A0.1
CURB DEPRESSION
1 : 35
Project :
203
142
307
WESTWIND CENTRE
101
914
130
CONCRTE S.O.G.
SEE PLAN - TYP.
130
1829 mm
REFER TO SITE PLAN FOR END CONDITION
(8" LINE OR HATCHED PAINTED ISLAND)
9'‐0" (2743 mm)
REFER TO SITE PLAN
9'‐0" (2743 mm)
REFER TO SITE PLAN
STANDARD PARKING DETAIL
1 : 150
MANUFACTURER (SURFACE):
MODEL TYPE: MAGLIN MBR 100 BIKE RACK
TEL. 1‐519‐539‐6776
CONC. PIER
SEE PLAN
STRIPE COLOUR
(TYP.)
41
NOTES:
CONC. GRADE BEAM
SEE PLAN
10"
ACCEPTABLE MANUFACTURER:
5"
CONCRETE PILE BEYOND
SEE PLAN
SUREGUARD SHIELD (C/W SUREGUARD "SURE‐SEAL" INSTALLATION KIT.)
SIZE: 7" X 42"
COLOUR: YELLOW
AS MANUFACTURED BY "SUREGUARD SECURITY PRODUCTS (ADAM ULIAS)
PO. BOX 1202, 820 VICTORIA ST. N,
KITCHNER, ONT. N2G 4G8
PH: (519) 772‐1975 FX: (519) 742‐9256
E‐MAIL: [email protected]
DOWELS
SEE SECT. F3/S6.3
5
A0.1
FROST SLAB SECTION
1 : 25
SITE
PLAN
DP PLAN
(OR EQUAL TO BE APPROVED BY LANDSCAPE ARCHITECT)
SECTION
7
A0.1
BIKE RACK DETAIL
1 : 20
Proj no. :
MATERIALS: STEEL TUBING (1.6" DIA.) AND FLATBAR MOUNTING PLATE.
DIMENSIONS:
HEIGHT: 36" STANDARD
CIRCLE WIDTH: 20"
FRAME:1.625 DIA. ROUND TUBING
WEIGHT: 25 LBS
FINISH: ALL STEEL COMPONENTS ARE RUSTPROOFED PRIOR TO POWDERCOATING.
INSTALLATION: MAY BE SET IN CONCRETE OR BOLTED DOWN TO SURFACE WITH AN OPTIONAL
MOUNTING PLATE.
14.178
Drawn by :
JJ
Checked by :
Date :
2016-11-28
Scale :
As indicated
RD
Drawing No :
10
A0.1
MOLOK DETAIL
N.T.S.
TRUE NORTH
130
DRIVE AISLE
Drawing Name :
DWGS.
SLOPE AS PER ARCH.
A0.1
\\TFAI-CPS\DATA\proj\14178\14178-15. REVIT\14178-A1-61 (DP).rvt
PLAN VIEW
DOWELS -SEE PLAN
CONSTRUCTION
NORTH
2104 mm
20' (6096 mm)
REFER TO SITE PLAN
203
1. REFER TO SITE PLAN FOR SPECIFIC PROJECT SITE PLANNING
DIMENSIONS.
2. ALL PARKING LOT LINE STRIPING TO BE PAINTED WITH PARA PAINT
'8 MPI ‐ YELLOW' OR EQUAL.
3. ALL PARKING DIMENSIONS SHOWN ARE MINIMUM. CONFIRM
REQUIRED SIZES WITH LOCAL AUTHORITY HAVING JURISDICTION.
A0.1
6" CONC. STRUCT. STOOP
SEE SECT. F2/S6.3
STRIPES ON 45
ANGLE
NOTES:
3
143
38
SPRUCE GROVE, ALBERTA
24'‐0" (7315 mm)
56'‐5" (17200 mm)
CENTER OF PARKING ROW TO CENTER OF PARKING ROW
EXTERIOR STOOPS DWLS.
SEE SECTION F2/S6.3
ASSEMBLY SCHEDULE
TURN ER FLEISC HER
EXTERIOR WALL TYPES
WALL TYPE DESCRIPTION
MARK
WALL TYPE DESCRIPTION
MARK
DETAIL
EXTERIOR MASONRY WALL CONSTRUCTION @ PARAPET:
DETAIL
EXTERIOR CONCRETE PANEL WALL CONSTRUCTION (13"-WIDTH) (1 HOUR FIRE-RATED):
2. ALL INTERIOR CONC. BLOCK WALLS HEIGHT TO UNDERSIDE OF METAL ROOF DECK UNLESS NOTED OTHERWISE.
IF JOIST OR BEAM CONFLICT, CONSTRUCT FIRE RATED WALL TO U/S OF DECK AS PER DEMISING WALL
CONSTRUCTION.
-
GRID
-
ROOF SIDE
-
EXTERIOR
GRID
8" 5/8"
-
1 3/8"
1/2" GLASSFIBER- REINFORCED CONCRETE PANEL /W STAINLESS STEEL FASTENERS
C/W 1" VETICAL/ HORIZONTAL EXTRUSION
(REFER TO EXTERIOR FINISHES SCHEDULE)
CONTINUOUS PEEL & STICK AIR BARRIER (VAPOUR PERMEABLE)
WITH TAPED JOINTS.
5/8" DENSGLASS FIREGUARD SHEATHING BY GEORGIA PACIFIC
8" STEEL STUDS @ 16" O.C. TO BE DESIGNED & STAMPED
BY AN ENGINEER - SUBMIT SHOP DRAWINGS
FILL VOID WITH GLASS FIBRE BATT INSULATION (8" = R28)(* INDICATES TO USE MINERAL WOOL
INSULATION IN PLACE OF GLASS FIBRE BATT)
6 MIL POLY VAPOUR BARRIER. SEAL TO U/S OF ROOF DECK
& BASE OF STUD @ FLOOR LEVEL
1/2" DENS DECK SHEATHING
3/4" Z-GIRTS @ 7'-0" O.C. MAX
1 1/2" VERTICAL METAL SIDING
1"
1/2"
-
3. CONCRETE FLOORS TO BE SMOOTH & LEVEL WIH A MAXIMUM DEVIATION OF 1/2" IN 20 FEET. READY TO ACCEPT
TENANT'S FLOOR FINISH MATERIAL. UNLESS NOTED OTHERWISE ON FLOOR PLAN OR SPECIFICATION - TO COMPLY
WITH TENANT REQUIREMENTS.
GRID
5/8"
10"
3 1/2"
EW-3.1A
2 1/4" 8" 2 1/4"
-
4"
-
3 1/2" ARCHITECTURAL STONE BLOCK OR BRICK VENEER C/W GALVANIZED BRICK TIES
(REFER TO ELEVATIONS FOR FINISH MATERIAL)
1" AIR SPACE (OR AS NOTED ON SECTIONS)
PEEL AND STICK AIR BARRIER (VAPOUR PERMEABLE)
5/8" DENSGLASS FIREGUARD SHEATHING BY GEORGIA PACIFIC
5/8" DENSGLASS FIREGUARD SHEATHING BY GEORGIA PACIFIC
2" HORIZ. METAL STRAPPING @ 24" O.C. TO SECURE BATT INSULATION
8" STEEL STUDS @ 16" O.C. TO BE DESIGNED & STAMPED BY AN ENGINEER SUBMIT SHOP DWGS
FILL VOID WITH GLASS FIBRE BATT INSULATION (8" = R28). 1" RIGID INSULATION @ EXTERIOR AND
INTERIOR FACE OF COLUMNS.
6 MIL POLY VAPOUR BARRIER. SEAL TO U/S OF ROOF DECK & BASE OF STUD @ FLOOR LEVEL
1/2" DENSGLASS FIREGUARD SHEATHING BY GEORGIA PACIFIC
3/4" Z-GIRTS @ 7'-0" O.C. MAX
1 1/2" VERTICAL METAL SIDING
1/2"
-
T URNER FLEISCHER ARCHITECTS INC.
 Lesmill Road Toronto  Canada  
Telephone() -
turnerfleischer.com
1. ALL STEEL STUDS TO BE DESIGNED & STAMPED BY PROFESSIONAL ENGINEER LICENSED IN ALBERTA-SUBMIT
SHOP DRAWINGS
EXTERIOR
1' - 1 3/4"
EW-1.1A
GENERAL CONSTRUCTION NOTES:
(APPLICABLE TO ALL ARCH DRAWINGS)
This drawing, as an instrument of service, is provided by and is the property of Turner Fleisher Architects Inc. The
contractor must verify and accept responsibility for all dimensions and conditions on site and must notify Turner
Fleischer Architects Inc. of any variations from the supplied information. This drawing is not to be scaled. The
architect is not responsible for the accuracy of survey, structural, mechanical, electrical, etc., information shown
on this drawing. Refer to the appropriate consultant's drawings before proceeding with the work. Construction
must conform to all applicable codes and requirements of authorities having jurisdiction. The contractor working
from drawings not specifically marked 'For Construction' must assume full responsibility and bear costs for any
corrections or damages resulting from his work.
4. GYPSUM BOARD WALLS TO BE TAPED & SANDED ONLY, READY TO ACCEPT TENANT'S FINISH UNLESS NOTED
OTHERWISE. GYPSUM BOARD TO EXTEND TO UNDERSIDE OF METAL ROOF DECK UNLESS NOTED OTHERWISE.
GYPSUM BOARD PIERS OR BUMPS EXTENDING INTO TENANT SPACE WILL NOT BE ACCEPTABLE. (ALSO SEE NOTES
FOR WALL TYPES). PROVIDE 1/2" GAP BETWEEN FFE AND BOTTOM OF G.B.
5. ALL INTERIOR STEEL COLUMNS TO BE LEFT EXPOSED & UNFINISHED UNLESS NOTED OTHERWISE.
ROOF SIDE
6. EXTERIOR GLAZING UNITS TO BE OF CLEAR ANODIZED FINISH, FIXED HERMETICALLY SEALED DOUBLE GLAZED
THERMALLY INSULATED GLASS IN PREFINISHED, THERMALLY BROKEN ALUMINUM FRAME.
EXTERIOR MASONRY WALL CONSTRUCTION ULC (1 HOUR FIRE-RATED):
-
8. METAL ROOF DECK CEILING TO BE SUITABLE FOR PAINT WITHOUT ADDITIONAL PREPARATION BY TENANT.
-
RETAIL UNIT
-
3 5/8"
2 1/4"
1 3/8"
16. REFER TO STRUCTURAL DRAWINGS FOR ALL SUPPORT CONDITIONS AND STEEL STUD CONSTRUCTION
REQUIREMENTS.
NOTE: PROVIDE CONTINUOUS SMOKE/FIRE SEAL @ TOP OF GYPSUM BOARD / U/S OF DECK. GYPSUM
BOARD TO FOLLOW PROFILE OF DECK FLUTES DESCRIPTION IS FOR REFERENCE ONLY. REFER TO ULC
MANUAL.
1 HOURS
ULC W407
9 1/4"
2 HOURS
RETAIL UNIT
ULC W404
INTERIOR WALL CONSTRUCTION: (ULC W404 2 HOUR)
- 5/8" TYPE 'X' GYPSUM BOARD TO U/S OF DECK
- 1/2" TYPE 'X' GYPSUM BOARD TO U/S OF DECK
- 8" STEEL STUDS @ 16" O.C. O U/S OF DECK (OR NOTED OTHERWISE)
- FILL CAVITY WITH GLASS FIBRE BATT INSULATION
- 1/2" TYPE 'X' GYPSUM BOARD TO U/S OF DECK
- 5/8" TYPE 'X' GYPSUM BOARD TO U/S OF DECK
18 2" METAL STRAPS @ 24" O.C. AT ALL DOUBLE WALL CONSTRUCTION TO SECURE BATT INSULATION IN PLACE.
19. NO STRUCTURAL MEMBER TO BE WIDER THAN 8". ALL STRUCTURAL MEMBERS TO FIT WITHIN WALLS.
20. PIPING, TUBING, DUCTS, CHIMNEYS, OPTICAL FIBRE CABLES, ELECTRICAL WIRES AND CABLES, TOTALLY
ENCLOSED NON-COMBUSTIBLE RACEWAYS, ELECTRICAL OUTLETS BOXES AND OTHER SIMILAR BUILDING
SERVICES THAT PENETRATE A MEMBRANE FORMING PART OF AN ASSEMBLY REQUIRED TO HAVE A FIRERESISTANCE RATING, OR A FIRE SEPARATION, SHALL BE SEALED BY A FIRE STOP SYSTEM. ALSO SEE NOTE #43.
1/2"
5/8"
P-1
17. 2'-0" HIGH 1/2" DENS DECK PRIME BEHIND PARAPETS, 2'-0" ABOVE TOP OF DECK CONTINUE WITH 1/2" DENS
GLASS BEHIND PARAPETS TO TOP OF PARAPET. APPLICABLE IF PLYWOOD IS NOT USED BEHIND PARAPETS.
RETAIL UNIT
8"
RETAIL UNIT
EXTERIOR
RETAIL UNIT
21. AT ALL TRANSITITIONS OF MATERIALS ie: EIFS, BRICK, BLOCK & SIDING, JOINTS TO BE CAULKED C/W BACKER
ROD.
22. WRAP ENTIRE PERIMETER OF ROUGH OPENINGS WITH PEEL AND STICK BEFORE INSTALLATION OF WINDOW
FRAMES. TYPICAL FOR ALL DOORS AND WINDOWS.
23. PROVIDE 1/2" EXTERIOR GRADE PLYWOOD @ ALL SIGNAGE, AWNINGS, LIGHT FIXTURE LOCATIONS AND, GAS
PIPES UNLESS OTHERWISE NOTED. PROVIDE WOOD BLOCKING FOR ALL WASHROOM FIXTURES, ELECT & MECH
FIXTURES WHERE APPLICABLE (TYPICAL).
GRID
24. ALL EXPOSED FOUNDATION WALLS TO BE SANDBLASTED
P-3
GRID
1/2"
8"
INTERIOR WALL CONSTRUCTION: (FURRING WALL)
-1/2" GYPSUM BOARD TO U/S OF STRUCTURE
- 1 5/8" STEEL STUDS @ 16" 0.C. O U/S OF DECK
(COMPLETE w/ BRACING STUD SUPPORTS TO SPAN HEIGHT)
*NOTE: FRAME AND BOARD TO FULL CONCEAL SERVICES
1/2"
DWGS
2" HORIZ. METAL STRAPPING @ 24" O.C. TO SECURE BATT INSULATION
8" STEEL STUDS @ 16" O.C. TO BE DESIGNED & STAMPED
BY AN ENGINEER - SUBMIT SHOP DRAWINGS
FILL VOID WITH GLASS FIBRE BATT INSULATION (8" = R28)(* INDICATES TO USE MINERAL WOOL
INSULATION IN PLACE OF GLASS FIBRE BATT)
6 MIL POLY VAPOUR BARRIER. SEAL TO U/S OF ROOF DECK
& BASE OF STUD @ FLOOR LEVEL
1/2" DENS DECK SHEATHING
3/4" Z-GIRTS @ 7'-0" O.C. MAX
1 1/2" VERTICAL METAL SIDING
DETAIL
25. GAS PIPES TO BE PAINTED SAME COLOUR AS WALL ON WHICH THEY ARE MOUNTED, W/ YELLOW STRIPES
SPACED @ 4'-0" FROM EACH OTHER. PAINT YELLOW
26. GENERAL CONTRACTOR TO ENSURE THAT FIRE RATING OF DEMISING WALLS IS NOT ALTERED FROM THE
DESIGNATED WALL CONSTRUCTION LISTED.
1 5/8"
-
RETAIL UNIT
14. RETURN BLOCK, BRICK AND EIFS AT ALL WINDOW AND DOOR OPENINGS 1/2" MAXIMUM PAST FRAME.
INTERIOR WALL CONSTRUCTION: (ULC W407 1HOUR)
- 5/8" TYPE 'X' GYPSUM BOARD TO U/S OF DECK
- 8" STEEL STUDS @ 16" O.C. O U/S OF DECK (OR NOTED OTHERWISE)
- FILL CAVITY WITH GLASS FIBRE BATT INSULATION
- 5/8" TYPE 'X' GYPSUM BOARD TO U/S OF DECK
P-2
COMPOSITE ALUMINUM PANELS FABRICATED FROM 1/8" THICK
COMPOSITE MATERIAL AND BENT TO PROFILE AS INDICATED
C/W 5/8" DRY JOINTS SYSTEM BETWEEN PANELS
(REFER TO EXTERIOR FINISHES SCHEDULE)
CONTINUOUS PEEL & STICK AIR BARRIER (VAPOUR PERMEABLE)
WITH TAPED JOINTS.
5/8" DENSGLASS FIREGUARD SHEATHING BY GEORGIA PACIFIC
3 5/8" STEEL STUDS @ 16" O.C. TO BE DESIGNED & STAMPED BY AN ENGINEER SUBMIT SHOP
12. SHOP QUALITY SPRINKLER DRAWINGS COMPLETE WITH HYDRAULIC CALCULATIONS TO BE SUBMITTED TO THE
CITY UNDER SEPARATE COVER BY THE SUCCESSFUL CONTRACTOR'S SPRINKLER SYSTEM DESIGN ENGINEER
(WHERE SPRINKLERS ARE REQUIRED).
13. ALL DEMISING WALLS TO MAINTAIN A CONTINUOUS FIRE SEPARATION @ U/S OF ROOF DECK. ALSO SEE NOTE #
43.
GRID
8"
1' - 1 1/2"
WALL TYPE DESCRIPTION
MARK
3 5/8"
3 1/2"
-
GRID
15. ALL R.W.L. TO BE TIGHT TO BACK OF COLUMN.
EXTERIOR ALUMINUM PANEL WALL CONSTRUCTION @ PARAPET:
EW-2.0A
11. TENANT TO OBTAIN A SEPARATE PERMIT REGARDING EXTERIOR SIGNAGE.
1/2"
5/8"
-
10. H.V.A.C. BY GENERAL CONTRACTOR & TO SUIT FINAL TENANT LAYOUT TO FOLLOW. WHERE APPLICABLE
GRID
INTERIOR WALL TYPES
4"
-
3 1/2" ARCHITECTURAL STONE BLOCK OR BRICK VENEER C/W GALVANIZED BRICK TIES
(REFER TO ELEVATIONS FOR FINISH MATERIAL)
1" AIR SPACE (OR AS NOTED ON SECTIONS)
PEEL AND STICK AIR BARRIER (VAPOUR PERMEABLE)
5/8" DENSGLASS FIREGUARD SHEATHING BY GEORGIA PACIFIC
3 5/8" STEEL STUDS @ 16" o.c. TO BE DESIGNED & STAMPED BY AN ENGINEER SUBMIT SHOP DWGS
2" HORIZ. METAL STRAPPING @ 24" O.C. TO SECURE BATT INSULATION
8" STEEL STUDS @ 16" O.C. TO BE DESIGNED & STAMPED BY AN ENGINEER SUBMIT SHOP DWGS
FILL VOID WITH GLASS FIBRE BATT INSULATION (8" = R28). 1" RIGID INSULATION @ EXTERIOR AND
INTERIOR FACE OF COLUMNS.
6 MIL POLY VAPOUR BARRIER. SEAL TO U/S OF ROOF DECK & BASE OF STUD @ FLOOR LEVEL
5/8" DENSARMOR PLUS FIREGUARD GYPSUM BOARD BY GEORGIA PACIFIC TO U/S OF DECK
5/8" DENSARMOR PLUS FIREGUARD GYPSUM BOARD BY GEORGIA PACIFIC TO U/S OF DECK
EXTERIOR
EXTERIOR
5/8"
5/8"
-
1' - 5 3/8"
EW-1.2
3 1/2"
EXTERIOR MASONRY WALL CONSTRUCTION (W/ 3 5/8" PROJECTION) (1 HOUR FIRE-RATED):
1/2"
-
8" 5/8"
GRID
9. ROUGH-IN OF WASHROOM FIXTURES TO BE BY GENERAL CONTRACTOR & LOCATION TO SUIT FINAL TENANT
LAYOUT TO FOLLOW. EACH TENANT TO OBTAIN SEPARATE PERMIT FOR ALL INTERIOR WORK.
1"
1/2" GLASSFIBER- REINFORCED CONCRETE PANEL /W STAINLESS STEEL FASTENERS
C/W 1" VETICAL/ HORIZONTAL EXTRUSION
(REFER TO EXTERIOR FINISHES SCHEDULE)
CONTINUOUS PEEL & STICK AIR BARRIER (VAPOUR PERMEABLE)
WITH TAPED JOINTS.
5/8" DENSGLASS FIREGUARD SHEATHING BY GEORGIA PACIFIC
8" STEEL STUDS @ 16" O.C. TO BE DESIGNED & STAMPED
BY AN ENGINEER - SUBMIT SHOP DRAWINGS
FILL VOID WITH GLASS FIBRE BATT INSULATION (8" = R28)(* INDICATES
TO USE MINERAL WOOL INSULATION IN PLACE OF GLASS FIBRE BATT)
6 MIL POLY VAPOUR BARRIER. SEAL TO U/S OF ROOF DECK
& BASE OF STUD @ FLOOR LEVEL
5/8" DENSARMOR PLUS FIREGUARD GYPSUM BOARD BY GEORGIA PACIFIC TO U/S OF DECK
5/8" DENSARMOR PLUS FIREGUARD GYPSUM BOARD BY GEORGIA PACIFIC TO U/S OF DECK
5/8"
5/8"
8" 2 1/4"
7. SEE DOOR SCHEDULE FOR DOOR & FRAME TYPE, SIZE & HARDWARE REQUIREMENTS.
-
4"
10"
EXTERIOR CONCRETE PANEL WALL CONSTRUCTION (13"-WIDTH) (1 HOUR FIRE-RATED):
1' - 0 3/4"
-
EW-3.1B
5/8"
5/8"
-
3 1/2" ARCHITECTURAL STONE BLOCK OR BRICK VENEER C/W GALVANIZED BRICK TIES
(REFER TO ELEVATIONS FOR FINISH MATERIAL)
1" AIR SPACE (OR AS NOTED ON SECTIONS)
PEEL AND STICK AIR BARRIER (VAPOUR PERMEABLE)
5/8" DENSGLASS FIREGUARD SHEATHING BY GEORGIA PACIFIC
2" HORIZ. METAL STRAPPING @ 24" O.C. TO SECURE BATT INSULATION
8" STEEL STUDS @ 16" O.C. TO BE DESIGNED & STAMPED BY AN ENGINEER SUBMIT SHOP DWGS
FILL VOID WITH GLASS FIBRE BATT INSULATION (8" = R28). 1" RIGID INSULATION @ EXTERIOR AND
INTERIOR FACE OF COLUMNS.
6 MIL POLY VAPOUR BARRIER. SEAL TO U/S OF ROOF DECK & BASE OF STUD @ FLOOR LEVEL
5/8" DENSARMOR PLUS FIREGUARD GYPSUM BOARD BY GEORGIA PACIFIC TO U/S OF DECK
5/8" DENSARMOR PLUS FIREGUARD GYPSUM BOARD BY GEORGIA PACIFIC TO U/S OF DECK
3 1/2"
EXTERIOR
-
1' - 1 3/4"
EW-1.1B
27. WHERE FIRE RATED WALL RUNS PERPENDICULAR TO METAL DECK, DRYWALL TO FOLLOW DECK CONTOUR C/W
1/2" TO 3/4" GAP. FILL VOIDS WITH FIRE STOP MINERAL WOOL AND FIRE STOP CAULKING/SPRAY TO MAINTAIN
WALL FIRE RATING. ALSO SEE NOTE #43.
ROOF SIDE
28. HORIZONTAL JOINT @ DEFLECTION TRACK CAULKING TO MAINTAIN FIRE RATING (TYPICAL).
29. VERTICAL DRYWALL CONTROL JOINT TO BE @ EVERY COLUMN SEE SPECIFICATIONS (TYPICAL).
30. PROVIDE STUCCO FINISH ON BACK SIDE OF MOULDING AT ALL PARAPET RETURNS, AND MOULDING
TERMINATIONS.
-
31. SEAL ALL BRICK TIE PENETRATION @ DENSE GLASS WITH BAKOR ADHESIVE.
-
5/8"
EXTERIOR
ROOF TYPE DESCRIPTION
MARK
GRID
7 1/8"
-
ROOF TYPES
GRID
8"
-
COMPOSITE ALUMINUM PANELS FABRICATED FROM 1/8" THICK
COMPOSITE MATERIAL AND BENT TO PROFILE AS INDICATED
C/W 5/8" DRY JOINTS SYSTEM BETWEEN PANELS
(REFER TO EXTERIOR FINISHES SCHEDULE)
CONTINUOUS PEEL & STICK AIR BARRIER (VAPOUR PERMEABLE)
WITH TAPED JOINTS.
5/8" DENSGLASS FIREGUARD SHEATHING BY GEORGIA PACIFIC
3 5/8" STEEL STUDS @ 16" O.C. TO BE DESIGNED & STAMPED BY AN ENGINEER SUBMIT SHOP DWGS
2" HORIZ. METAL STRAPPING @ 24" O.C. TO SECURE BATT INSULATION
8" STEEL STUDS @ 16" O.C. TO BE DESIGNED & STAMPED
BY AN ENGINEER - SUBMIT SHOP DRAWINGS
FILL VOID WITH GLASS FIBRE BATT INSULATION (8" = R28)(* INDICATES
TO USE MINERAL WOOL INSULATION IN PLACE OF GLASS FIBRE BATT)
6 MIL POLY VAPOUR BARRIER. SEAL TO U/S OF ROOF DECK
& BASE OF STUD @ FLOOR LEVEL
5/8" DENSARMOR PLUS FIREGUARD GYPSUM BOARD BY GEORGIA PACIFIC TO U/S OF DECK
5/8" DENSARMOR PLUS FIREGUARD GYPSUM BOARD BY GEORGIA PACIFIC TO U/S OF DECK
5/8"
5/8"
EW-2.0B
EXTERIOR ALUMINUM PANEL WALL CONSTRUCTION ULC (1 HOUR FIRE-RATED):
R-1
RETAIL UNIT
32. 1'-0" OF BATT INSULATION WITHIN PARAPETS ABOVE STEEL DECK. 10" MIN. OF SPRAY FOAM INSULATION WITHIN
PARAPETS ABOVE STEEL DECK OR UNLESS OTHERWISE NOTED. PROVIDE SPRAY FOAM OR STUFF BATT
INSULATION IN ALL EXPOSED HSS'S THAT PENETRATES THE ROOF DECK (ALSO ROOF SCREENS) AND INTO THE
TENANT CEILING TO REDUCE OR REMOVE THERMAL TRANSFER.
DETAIL
33. PROVIDE BRICK TIES LENGTHS APPLICABLE FOR AIR SPACES. PROVIDE HEAVY DUTY BRICK TIES WHERE AIR
SPACE IS WIDER THAN 1". REFER TO SECTIONS AND PLAN DETAILS FOR AIR SPACE REQUIREMENTS.
ROOF CONSTRUCTION:
- EPDM ROOF MEMBRANE MECHANICALLY FASTENED
C/W PEAGRAVEL BALLAST
- 6 MIL POLY ISO
- HIGH DENSITY 6" RIGID INSULATION (R30 MIN.) STAGGERED
- VAPOUR BARRIER
- 1 1/2" METAL ROOF DECK O.W.S.J. (SEE STRUCTURAL)
34. PAINT EXTERIOR H.M. DOOR EDGES.
35. GRADES SHOWN ON FLOOR PLANS, ELEVATIONS, AND SECTIONS DATUM TAGS ARE FOR REFERENCE ONLY.
CONTRACTOR IS TO CONFIRM AND COORDINATE ALL GRADES WITH GRADING PLAN
2
1
#
17/02/22
17/02/07
DATE
ISSUED FOR TENDER
ISSUED FOR REVIEW
DESCRIPTION
LW
LW
BY
T.O.S.
36. PROVIDE SIDING AT BACK/END AND BACK/SIDE FACE OF ALL PARAPET RETURNS (FACING ROOF) UNLESS
OTHERWISE NOTED.
REFER TO ROOF SPECIFICATIONS & MANUFACTURER'S SPECIFICATIONS
37. PROVIDE EIFS, CONCRETE SLAB AND MASONRY CONTROL JOINTS WHERE REQUIRED.
EXTERIOR CONCRETE PANEL WALL CONSTRUCTION @ PARAPET:
-
FLOOR TYPE
DESCRIPTION
MARK
GRID
1"
1/2"
EXTERIOR
F-1
GRID
-
FLOOR CONSTRUCTION:
-CONCRETE SLAB ON GRADE REFER TO STRUCTURAL.
CONCRETE MADE SMOOTH AND READY TO RECEIVE FLOOR FINISH BY TENANT.
- CRUSHED STONE BASE (MIN 3/4" CLEAR STONE COARSE GRANULAR MATERIAL)
DESCRIPTION
FLOOR CONSTRUCTION NOTE:
-ALL PENETRATIONS THROUGH FLOORS IN CONTRACT WITH GROUND TO BE SEALED
-CONCRETE SLAB TO BE MADE SMOOTH & LEVEL READY FOR TENANT FINISH
-REFER TO SPECIFICATIONS, STRUCTURAL DRAWING AND SOILS REPORT FOR ADDITIONAL
INFORMATION
EXTERIOR
GRID
40. SHELL GENERAL CONTRACTOR TO PROVIDE 1/2" EXTERIOR GRADE PLYWOOD C/W PEEL AND STICK MEMBRANE PROJECT
AT ALL SPANDRAL LOCATIONS. ALSO REFER TO WALL TYPE SCHEDULE.
WESTWIND CENTRE
41. SHELL GENERAL CONTRACTOR TO PROVIDE WOOD BLOCKING FOR ALL WASHROOM FIXTURE LOCATIONS.
42. 1/2" EXTERIOR GRADE PLYWOOD IN LIEU OF G.B. C/W PEEL AND STICK MEMBRANE AT ALL SPANDRAL
LOCATIONS. ALSO REFER TO WALL TYPE SCHEDULE.
44. REFER TO WALL TYPES, ULC MANUAL AND OBC MATRIX FOR ALL FIRE RATINGS REQUIRED FOR ALL INTERIOR
AND EXTERIOR WALLS. NO SUBSTITUTIONS FOR GYPSUM BOARD LISTED IN THE ULC MANUAL FOR THE FIRE RATED
WALLS. SUPPLY AND INSTALL FIRE TREATED PLYWOOD WHERE APPLICABLE.
45. FIRE STOP NOTE FOR ALL DOUBLE STUD WALLS WITH AN AIR SPACE MORE THAN ONE INCH. PROVIDE 1/2"
EXTERIOR GRADE GYPSUM BOARD FIRE STOP AT 9'-10" (3m) O.C. VERTICAL INTERVALS X 65'-7" (20M) O.C.
HORIZONTAL INTERVALS OR FILL CAVITY WITH BATT INSULATION.
46. PROVIDE EACH EXTERIOR POURED CONCERETE STEP, THE TREAD SLOPE SHALL NOT EXCEED 1:50 (2 %
SLOPE) REFER TO THE OBC 9.8.4.4 (5).
GRID
8"
-
1"
4 1/8" 1/2"
-
1/2" GLASSFIBER- REINFORCED CONCRETE PANEL /W STAINLESS STEEL FASTENERS
C/W 1" VETICAL/ HORIZONTAL EXTRUSION
(REFER TO EXTERIOR FINISHES SCHEDULE)
3 5/8" ADJUSTABLE STEEL SUB GIRTS
CONTINUOUS PEEL & STICK AIR BARRIER (VAPOUR PERMEABLE)
WITH TAPED JOINTS.
5/8" DENSGLASS FIREGUARD SHEATHING BY GEORGIA PACIFIC
8" STEEL STUDS @ 16" O.C. TO BE DESIGNED & STAMPED
BY AN ENGINEER - SUBMIT SHOP DRAWINGS
FILL VOID WITH GLASS FIBRE BATT INSULATION (8" = R28)(* INDICATES
TO USE MINERAL WOOL INSULATION IN PLACE OF GLASS FIBRE BATT)
6 MIL POLY VAPOUR BARRIER. SEAL TO U/S OF ROOF DECK
& BASE OF STUD @ FLOOR LEVEL
5/8" DENSARMOR PLUS FIREGUARD GYPSUM BOARD BY GEORGIA PACIFIC TO U/S OF DECK
5/8" DENSARMOR PLUS FIREGUARD GYPSUM BOARD BY GEORGIA PACIFIC TO U/S OF DECK
5/8"
5/8"
-
DETAIL
SPRUCEGROVE, ALBERTA
43 USE HILTI FS 601 OR FS-ONE FLEXIBLE FIRE STOP AT TOP OF ALL FIRE RATED WALLS AT ROOF DECKS AND WALL
DRAWING
PENETRATIONS TO SUIT RATING OF WALL. TYPICAL.
(1 HOUR FIRE-RATED):
1' - 2 7/8"
EW-3.0B
39. SHELL GENERAL CONTRACTOR TO CLEAN (SCRAPE AND VACUUM) BOTTOM OF STUD TRACK BEFORE BATT
INSULATION INSTALLATION.
ROOF SIDE
NOTES
EXTERIOR CONCRETE PANEL WALL CONSTRUCTION (16"-WIDTH)
38. SHELL GENERAL CONTRACTOR TO BOX IN ALL ELECT. & MECH SERVICES NOT CONCEALED IN WALLS UNLESS
OTHERWISE NOTED. PROVIDE ACCESS PANELS WHERE APPLICABLE.
FLOOR TYPES
4 1/8"
-
1/2" GLASSFIBER- REINFORCED CONCRETE PANEL /W STAINLESS STEEL FASTENERS
C/W 1" VETICAL/ HORIZONTAL EXTRUSION (REFER TO EXTERIOR FINISHES SCHEDULE)
3 5/8" ADJUSTABLE STEEL SUB GIRTS
CONTINUOUS PEEL & STICK AIR BARRIER (VAPOUR PERMEABLE) WITH TAPED JOINTS.
5/8" DENSGLASS FIREGUARD SHEATHING BY GEORGIA PACIFIC
8" STEEL STUDS @ 16" O.C. TO BE DESIGNED & STAMPED
BY AN ENGINEER - SUBMIT SHOP DRAWINGS
FILL VOID WITH GLASS FIBRE BATT INSULATION (8" = R28)(* INDICATES TO USE MINERAL WOOL
INSULATION IN PLACE OF GLASS FIBRE BATT)
6 MIL POLY VAPOUR BARRIER. SEAL TO U/S OF ROOF DECK
& BASE OF STUD @ FLOOR LEVEL
5/8" DENSGLASS FIREGUARD SHEATHING BY GEORGIA PACIFIC
3/4" Z-GIRTS @ 7'-0" O.C. MAX
1 1/2" VERTICAL METAL SIDING
8"
-
5/8"
EW-3.0A
*
EXTERIOR WALLS REQUIRING FIRE RESISTANCE RATINGS
DOUBLE 1/2" TYPE-X GYPSUM TO BE PROVIDED IN PLACE OF 1/2" GYPSUM BOARD TO ACHIEVE FIRE RESISTANCE OF 1 HOUR BASED ON SB-2. AS PER SECTION
2.3.4 OF SB-2, DOUBLE 1/2" TYPE-X GYPSUM PROVIDES A 80 MINUTE RESISTANCE AND STEEL STUDS SPACED AT 16" O.C. PROVIDE A 10 MINUTE RESISTANCE
YIELDING A
RESISTANCE NOT LESS THAN 1 HOUR. ADDITIONALLY, MINERAL FIBRE THERMAL INSULATION (ROXUL MINERAL WOOL) WILL BE PROVIDED IN
PLACE OF GLASS FIBRE BATT INSULATION, AS PER CAN/ULC-S702 [SB-2, SECTION 2.3.5(2)]
REFER TO OBC MATRIX AND FLOOR PLANS FOR EXTENT OF WALLS WHICH REQUIRE FIRE RESISTANCE RATINGS
RETAIL UNIT
FIRE STOP (EXTERIOR WALLS)
AS PER OBC ARTICLE 3.1.11.2 FIRE BLOCKS, CONFORMING TO ARTICLE 3 .1.11. 7., SHALL BE PROVIDED WITHIN ALL WALL ASSEMBLIES HAVING AN AIRSPACE
MORE THAN 1” (25MM) THICK. THESE FIRE BLOCKS SHALL BE SPACED SO THAT THE MAXIMUM HORIZONTAL DIMENSION IS NOT MORE THAN 65'-7” (20M) AND
THE MAXIMUM VERTICAL DIMENSION IS NOT MORE THAN 9'-10” (3M). AS PER OBC ARTICLE 3.1.11.7., ½” GYPSUM BOARD MAY ACT AS THIS FIRE BLOCK.
CONSTRUCTION ASSEMBLIES & NOTES
PROJECT NO.
14.178
PROJECT DATE
2017-01-03
DRAWN BY
LW
CHECKED BY
NA
SCALE
As indicated
DRAWING NO.
A1.0
TURN ER FLEISC HER
T URNER FLEISCHER ARCHITECTS INC.
 Lesmill Road Toronto  Canada  
Telephone() -
turnerfleischer.com
This drawing, as an instrument of service, is provided by and is the property of Turner Fleisher Architects Inc. The
contractor must verify and accept responsibility for all dimensions and conditions on site and must notify Turner
Fleischer Architects Inc. of any variations from the supplied information. This drawing is not to be scaled. The
architect is not responsible for the accuracy of survey, structural, mechanical, electrical, etc., information shown
on this drawing. Refer to the appropriate consultant's drawings before proceeding with the work. Construction
must conform to all applicable codes and requirements of authorities having jurisdiction. The contractor working
from drawings not specifically marked 'For Construction' must assume full responsibility and bear costs for any
corrections or damages resulting from his work.
1
1x
2
2x
3
4
5
6
7
8
A4.1
1' - 1 1/2"
10' - 0"
32' - 6 3/8"
3' - 6"
5' - 6"
10' - 0"
3' - 6"
7' - 10 5/8"
20' - 0"
3' - 6"
4
A5.2
17' - 2 1/4"
20' - 0"
14' - 4 5/8"
19' - 3"
16' - 1 3/8"
3' - 6" 2' - 6" 3' - 6"
1' - 1 3/8"
15' - 5 7/8"
3
Sim
A5.2
Sim
2
A7.1
R.W.L. REFER TO
MECH. DWG.
D13
STRUCT. BRACING
REFER TO STRUCT.
DWG FOR DETAIL
1' - 1 3/8"
EW-2.0B
1' - 1 3/8"
EW-1.1B
3' - 6" 2' - 6" 3' - 6"
EW-1.1B
14' - 0"
2
A7.1
10 1/4"
P2
D11
P2
(±227 S.F.)
(±21 S.M.)
15' - 1 3/4"
D10
D09
D08
RADON SUCTION PIT,
PIPE REFER TO MECH.
DWGS.
P2
A
EW-2.0B
14' - 9"
13' - 10 5/8"
2 HR.F.R
14' - 8 7/8"
EW-3.1B
D12
8' - 5 7/8"
21' - 3 1/2"
M.E. ROOM
D14
R.W.L. REFER TO
MECH. DWG.
EW-3.1B
17' - 2 1/8"
1' - 1 3/8"
14' - 9"
10 1/4"
6' - 10 1/4"
UNIT N.4
UNIT N.5
UNIT N.6
(±1,051 S.F.)
(±97.6 S.M.)
(FFE 674.35)
(±1109 S.F.)
(±103 S.M.)
(FFE 674.35)
±1,188 S.F.
(±110S.M.)
(FFE 674.35)
±1,195 S.F.
(±111S.M.)
(FFE 674.35)
±1,194 S.F.
(±110.9 S.M.)
(FFE 674.35)
±1,123 S.F.
(±104.3 S.M.)
(FFE 674.35)
2
A5.2
A4.1
B
2 HR.F.R
2 HR.F.R
F-1
2 HR.F.R
2 HR.F.R
R.W.L. REFER
TO MECH.
DWG.
F-1
F-1
2 HR.F.R
F-1
F-1
64' - 2 1/2"
UNIT N.3
2
EW-1.1B
26' - 2 1/8"
59' - 7 7/8"
UNIT N.7
F-1
2 HR.F.R
7' - 0 1/8"
P2
P2
UNIT N.2
44' - 11"
7' - 9 1/4"
1' - 0"
6' - 0"
Bx
EW-2.0B
2
A5.1
1
2
A7.1
10 1/4"
19' - 1 3/4"
10 1/4"
19' - 1 3/4"
R.W.L. REFER TO MECH. DWG.
PROVIDE 'P-3' FURRING WALL
FROM U/S OF CANOPY TO U/S OF
DECK TO CONCEAL PIPE, TYP
Sim
4
A5.1
FURRING WALL F.F. TO
U/S OF DECK TO
CONCEAL RWL DROP
19' - 2 7/8"
2
A7.3
A5.1
R.W.L. REFER
TO MECH. D02
DWG.
P3
10 1/4"
19' - 1 3/4"
Sim
BASE
D04
19' - 1 3/4"
R.W.L. REFER TO MECH. DWG.
PROVIDE 'P-3' FURRING WALL
FROM U/S OF CANOPY TO U/S OF
DECK TO CONCEAL PIPE, TYP
3
ABOVE EW-3.1B
D03
10 1/4"
EW-1.1B
2
A7.3
R.W.L. REFER
TO MECH.
DWG.
1
A5.1
Sim
ABOVE EW-3.1B
A5.3
BASE EW-1.2
D05
D06
OUTLINE OF AWNING
ABOVE (TYP.)
EW-1.2
6' - 5 1/2"
20' - 1 1/4"
1' - 6"
GLAZING
1' - 6"1' - 4 1/2"
8' - 2 3/4"
3' - 1 1/2"
GLAZING
38' - 3 3/4"
16' - 2"
3' - 1 1/2"
7' - 1"
GLAZING
20' - 0"
Sim
BASE
C
EW-1.2
D07
1
A7.3
OUTLINE OF CANOPY
ABOVE (TYP.)
OUTLINE OF CANOPY
ABOVE (TYP.)
10' - 11 3/4"
2
A7.3
P3
EW-1.2
1' - 4 1/2"
18' - 4 5/8"
R.W.L. REFER TO MECH. DWG.
PROVIDE 'P-3' FURRING WALL
FROM U/S OF CANOPY TO U/S OF
DECK TO CONCEAL PIPE, TYP
ABOVE
EW-3.1B
D01
OUTLINE OF AWNING
ABOVE (TYP.)
10 1/4"
19' - 7 3/8"
GLAZING
8 1/2"
D
2' - 6 3/4"
OUTLINE OF AWNING ABOVE (TYP.)
37' - 6 1/8"
18' - 10 3/8"
7' - 9 1/4"
2
A7.1
F-1
Sim
P2
P2
21' - 6"
4' - 6 1/8"
3' - 0"
A5.2
10' - 0"
P2
(±2,260 S.F.)
(±210 S.M.)
(FFE 674.35)
1' - 6"
D
9' - 1 3/4"
EW-1.1B
4' - 5 1/2"
15' - 5 1/8"
10' - 9"
8"
C
1' - 4 3/8"
UNIT N.1
EW-3.0B
Ax
1
P2
14' - 4 3/8"
Bx
18' - 11 3/8"
B
5
3' - 6"
20' - 0"
2 HR.F.R
64' - 6 1/8"
A4.1
EXTENT OF 1 HOUR FIRE RESISTANCE RATING-REFER TO EXTERIOR ASSEMBLIES
Ax
D15
20' - 0"
17' - 8 1/2"
EW-3.0B
A
STRUCT. BRACING
REFER TO STRUCT.
DWG FOR DETAIL
159' - 9 5/8"
38' - 3 3/4"
STRUCT. BRACING
REFER TO STRUCT.
DWG FOR DETAIL
3
STRUCT. BRACING
REFER TO STRUCT.
DWG FOR DETAIL
STRUCT. BRACING
REFER TO STRUCT.
DWG FOR DETAIL
3' - 0"
GLAZING
7' - 7 1/2"
GLAZING
20' - 0"
3' - 3 1/2"
16' - 2"
GLAZING
40' - 0"
3' - 3 1/2" 7' - 4 3/4" 1' - 6"
GLAZING
8' - 0 3/4"
3' - 3 1/2"
GLAZING
16' - 6 1/4"
3' - 3 1/2"
Sim
2
1
#
17/02/22
17/02/07
DATE
ISSUED FOR TENDER
ISSUED FOR REVIEW
DESCRIPTION
8' - 5 1/2"
GLAZING
20' - 0"
19' - 3"
2' - 6 3/4"
163' - 0"
PROJECT
1
1x
2
2x
3
4
4
5
6
7
8
WESTWIND CENTRE
A4.1
SPRUCEGROVE, ALBERTA
DRAWING
FLOOR PLAN
1
FLOOR PLAN
1/8" = 1'-0"
PROJECT NO.
14.178
PROJECT DATE
2017-01-03
DRAWN BY
LW
CHECKED BY
NA
SCALE
1/8" = 1'-0"
N
DRAWING NO.
A2.1
LW
LW
BY
TURN ER FLEISC HER
T URNER FLEISCHER ARCHITECTS INC.
 Lesmill Road Toronto  Canada  
Telephone() -
turnerfleischer.com
This drawing, as an instrument of service, is provided by and is the property of Turner Fleisher Architects Inc. The
contractor must verify and accept responsibility for all dimensions and conditions on site and must notify Turner
Fleischer Architects Inc. of any variations from the supplied information. This drawing is not to be scaled. The
architect is not responsible for the accuracy of survey, structural, mechanical, electrical, etc., information shown
on this drawing. Refer to the appropriate consultant's drawings before proceeding with the work. Construction
must conform to all applicable codes and requirements of authorities having jurisdiction. The contractor working
from drawings not specifically marked 'For Construction' must assume full responsibility and bear costs for any
corrections or damages resulting from his work.
1
1x
2
2x
3
4
5
6
7
8
A4.1
3
38' - 3 3/4"
10' - 0"
10' - 0"
20' - 0"
20' - 0"
20' - 0"
20' - 0"
19' - 3"
159' - 4 7/8"
40' - 1"
78' - 5 5/8"
40' - 10 1/4"
4
A5.2
3
A5.2
4' - 9 3/4"
HIGH
DASH LINE DENOTES
PARTITION WALL
BELOW.
(TYP.)
Ax
HIGH
6"
7
A7.3
21' - 0 1/2"
6"
1' - 3 3/8"
2' - 11"
SLOPE
SLOPE
6"
A
Sim
SLOPE
HIGH
10' - 9 7/8"
Sim
21' - 2 1/2"
7
A7.3
4' - 10 1/4"
A
Ax
1
A5.2
4' - 10 7/8"
2
Sim
7
A7.3
Sim
7
A7.3
Sim
A5.1
A5.1
HIGH
6"
E
MIN 2% SLOP
SLOP E
10' - 0"
13' - 9 3/8"
MIN 2% SLOPE
MIN 2% SLOP
1
E
MI N 2%
MI N 2%
SLOPE
39' - 11"
SLOPE
MI N 2%
9' - 2 7/8"
SLOPE
MI N 2%
MI N 2%
SLOPE
MI N 2%
SLOPE
40' - 10"
10' - 9 1/8"
SLOPE
MI N 2%
SLOPE
MI N 2%
9' - 0"
9' - 0"
DC
MIN 2% SLOPE
SLOPE
MIN 2% SLOPE
MIN 2%
HIGH
A5.3
10' - 0"
13' - 9 3/8"
6"
A5.1
5' - 0 1/8"
2
5' - 0 1/8"
1
62' - 4 3/8"
MIN 2% SLOPE
5' - 3 3/4"
21' - 4 3/4"
HIGH
HIGH
10' - 8 3/4"
SLOPE
6"
B
Bx
3
18' - 8 3/4"
21' - 2 3/4"
E
Sim
SLOPE
13' - 1 3/8"
MIN 2% SLOP
D
SLOPE
SLOPE
7
A7.3
A4.1
Sim
742' - 8 1/4"
A7.3
6"
7
A7.3
Sim
7
A7.3
60' - 6 1/2"
A5.2
10' - 9"
HIGH
2
SLOPE
Bx
C
19' - 11 1/4"
4' - 0"
6"
19' - 11 1/4"
5' - 0"
60' - 6 1/2"
B
5
62' - 4 3/8"
A4.1
MIN 2% SLOPE
37' - 7 5/8"
MIN 2% SLOPE
MIN 2% SLOPE
2
1
#
17/02/22
17/02/07
DATE
ISSUED FOR TENDER
ISSUED FOR REVIEW
DESCRIPTION
41' - 0 1/4"
159' - 4 7/8"
38' - 3 3/4"
20' - 0"
20' - 0"
20' - 0"
20' - 0"
20' - 0"
19' - 3"
PROJECT
WESTWIND CENTRE
SPRUCEGROVE, ALBERTA
1
1x
2
2x
3
4
4
5
6
7
8
DRAWING
A4.1
ROOF PLAN
PROJECT NO.
14.178
ROOF PLAN
1
1/8" = 1'-0"
PROJECT DATE
2017-01-03
DRAWN BY
LW
CHECKED BY
NA
SCALE
1/8" = 1'-0"
DRAWING NO.
A2.2
LW
LW
BY
1
1
T/O HIGH PARAPET
23' - 0"
2
A5.1
2x
3
4
5
6
A5.1
7
39' - 2 1/4"
20' - 0"
20' - 0"
20' - 0"
20' - 0"
20' - 0"
20' - 1 7/8"
EXTENT OF UNIT N.1
EXTENT OF UNIT N.2
EXTENT OF UNIT N.3
EXTENT OF UNIT N.4
EXTENT OF UNIT N.5
EXTENT OF UNIT N.6
1
EXTENT OF UNIT N.7
EF4
EF10
EF2b
EF4
EF3a
EF10
EF4
EF3b
EF5
EF4
A5.3
EF3a
TURN ER FLEISC HER
8
EF10
T URNER FLEISCHER ARCHITECTS INC.
 Lesmill Road Toronto  Canada  
Telephone() -
turnerfleischer.com
EF3b
This drawing, as an instrument of service, is provided by and is the property of Turner Fleisher Architects Inc. The
contractor must verify and accept responsibility for all dimensions and conditions on site and must notify Turner
Fleischer Architects Inc. of any variations from the supplied information. This drawing is not to be scaled. The
architect is not responsible for the accuracy of survey, structural, mechanical, electrical, etc., information shown
on this drawing. Refer to the appropriate consultant's drawings before proceeding with the work. Construction
must conform to all applicable codes and requirements of authorities having jurisdiction. The contractor working
from drawings not specifically marked 'For Construction' must assume full responsibility and bear costs for any
corrections or damages resulting from his work.
3048
(10' - 0")
7010
(23' - 0")
2134
(7' - 0")
T/O STEEL
17' - 0"
457
(1' - 6")
762
(2' - 6")
T/O LOW PARAPET
18' - 6"
T/O GLAZING
10' - 0"
EF2a
610
(2' - 0")
T/O MID PARAPET
21' - 0"
1x
A5.1
3
2
FFE (647.35)
0"
DOOR OPERATOR
DOOR OPERATOR
EF2b
4
EF1
EF7
EF2a
EF6
DOOR OPERATOR
EF9
EF6
DOOR OPERATOR
EF1
EF7
EF5
EF3b
DOOR OPERATOR
EF3a
EF6
DOOR OPERATOR
EF7
EF6
EF1
DOOR OPERATOR
EF2b
EF2a
EF2b
EF6
EF7
EF6
EF3b
SOUTH ELEVATION
1/8" = 1'-0"
BRACING REFER TO STRUC. DWG.
1
BRACING REFER TO STRUC. DWG.
BRACING REFER TO STRUC. DWG.
A5.3
8
5
3
4
A5.2
3
2x
2
4
1x
A5.2
20' - 0"
20' - 0"
20' - 0"
20' - 0"
20' - 0"
39' - 2 1/4"
EXTENT OF UNIT N.7
EXTENT OF UNIT N.6
EXTENT OF UNIT N.5
EXTENT OF UNIT N.4
EXTENT OF UNIT N.3
EXTENT OF UNIT N.2
EXTENT OF UNIT N.1
EF4
1
EF10
EF4
EF10
EF1
EF4
EF3a
EF3b
EF10
457
(1' - 6")
3048
(10' - 0")
T/O GLAZING
10' - 0"
2134
(7' - 0")
7010
(23' - 0")
762
(2' - 6")
T/O LOW PARAPET
18' - 6"
T/O STEEL
17' - 0"
6
20' - 1 7/8"
610
(2' - 0")
T/O HIGH PARAPET
23' - 0"
T/O MID PARAPET
21' - 0"
7
FFE (647.35)
0"
3
EF2a
NORTH ELEVATION
1/8" = 1'-0"
EF1
1
EF9
2
EF8
EF1
EF9
EF3a
EF3b
EF1
A5.2
A5.2
D C
Bx
B
Ax
A
62' - 4 1/8"
T/O HIGH PARAPET
23' - 0"
T/O MID PARAPET
21' - 0"
PLYWOOD BLOCKING BACK OF WALL FOR SIGNS
EXTENT OF UNIT N.7
610
(2' - 0")
EF4 EF2bEF3a EF2a
EF4
EF2a
EF10
BRACING REFER TO STRUC. DWG.
EXTERIOR FINISH SCHEDULE
EF1
3048
(10' - 0")
13' - 8"
T/O GLAZING
10' - 0"
457
(1' - 6")
7010
(23' - 0")
2134
(7' - 0")
762
(2' - 6")
T/O LOW PARAPET
18' - 6"
T/O STEEL
17' - 0"
EF4
FFE (647.35)
0"
EF2a
EF3b
EF6
EF1?
EF1
EF1
EF2a
EF9
EF2b
EAST ELEVATION
2
1/8" = 1'-0"
A
Ax
B
Bx
C D
EF3a
62' - 4 1/8"
610
(2' - 0")
EF3a
EF10
EF3b
EF9
EF1
EF4
EF4
EF2a
EF2b
EF2a
EF4
457
(1' - 6")
2134
(7' - 0")
762
(2' - 6")
EF4
EF3b
EF6
EF7
ALUMINUM COMPOSITE PANEL:
AL-13 ARCHITECTURAL SYSTEMS
COLOUR: BLACK WALNUT
GLASSFIBRE - REINFORCED CONCRETE
PANEL SIDING:
"FIBRE C" BY RIEDER
COLOUR: ANTHRACITE
FINISH: FL FERRO LIGHT
GLASSFIBRE - REINFORCED CONCRETE
PANEL SIDING:
"FIBRE C" BY RIEDER
COLOUR: TERRA
FINISH: MA MATT
DECORATIVE MOULDING::
ALPOLIC SOLID COLOR METAL CORNICE
MOULDING TO MATCH
PROFILES INDICATED ON DRAWINGS
COLOUR: ALUMINUM GREY (AGT-30)
EF9
EF10
METAL CANOPY (CLOSED)
COLOUR: PAINTED BLACK C/W METAL PRIMER
GLAZED DOORS & WINDOWS:
CLEAR LOW E GLAZING IN
CLEAR ANODIZED THERMALLY
BROKEN ALUMINUM FRAMES
(UNLESS OTHERWISE NOTED)
2
1
#
17/02/22
17/02/07
DATE
ISSUED FOR TENDER
ISSUED FOR REVIEW
DESCRIPTION
SPANDREL GLAZING
COLOUR: OPACI-COAT RAL 7005 MOUSE GREY
C/W INSULATED BACKPAN, INTERIOR FINISHED
WITH STUDS AND GYPSUM WALL BOARD
H.M. DOORS & FRAMES:
PREFINISHED HOLLOW METAL
DOORS AND FRAMES.
COLOUR:BLACK
PROJECT
WESTWIND CENTRE
LIGHT FIXTURE:
C/W 1/2"
EXTERIOR GRADE PLYWOOD BACKING
(FIRE RATED WHERE APPLICABLE).
SIGNAGE:
SIGNAGE
C/W 3/4" EXTERIOR GRADE PLYWOOD
FOR SIGNAGE LOCATIONS @ EIFS
CONSTRUCTION, UNLESS OTHERWISE
NOTED (FIRE RATED WHERE APPLICABLE).
SPRUCEGROVE, ALBERTA
DRAWING
ELEVATIONS
PROJECT NO.
14.178
PROJECT DATE
2017-01-03
DRAWN BY
LW
3048
(10' - 0")
7010
(23' - 0")
T/O LOW PARAPET
18' - 6"
T/O STEEL
17' - 0"
T/O GLAZING
10' - 0"
EXTENT OF UNIT N.1
ALUMINUM COMPOSITE PANEL:
AL-13 ARCHITECTURAL SYSTEMS
COLOUR: SLATE
EF5
EF8
BRACING REFER TO STRUC. DWG.
T/O HIGH PARAPET
23' - 0"
T/O MID PARAPET
21' - 0"
CONCRETE BLOCK (A) AND SILLS (B):
SHOULDICE BLOCK & SILLS:
SEE MANUFACTURER'S STANDARD
SPECIFICATIONS MORTAR, CONTROL JOINT
AND CAULKING COLOURS TO MATCH
MASONRY UNIT COLOUR
COLOUR: COLBY (TAPESTRY FINISH)
CHECKED BY
NA
SCALE
As indicated
FFE (647.35)
0"
5
WEST ELEVATION
1/8" = 1'-0"
EF3b
EF1
EF3a
EF1
EF2a
EF9
EF1
EF6
EF7
DRAWING NO.
A4.1
LW
LW
BY
D C
D C
D C
TURN ER FLEISC HER
T URNER FLEISCHER ARCHITECTS INC.
2' - 6"
1' - 6"
1' - 6 1/4"
14' - 11 7/8"
7' - 0"
4 1/8"
1' - 5"
1/2" JOINT FILLER
(TYP.)
2" RIGID INSULATION
OVER FULL HEIGHT OF
FOUNDATION BELOW
FINISHED GRADE
GRADE ELEVATION @
SIDEWALKS TO BE 1-1/2"
BELOW TOP OF FINISH
FLOOR. REFER TO CIVIL
DRAWINGS FOR FINAL
GRADE.
Sim
FFE (647.35)
0"
SLOPE
4 1/8"
1' - 1 1/4"
CONCRETE GRADE
BEAM REFER TO
STRUCTURAL DWGS
2
1
#
6"
6"
6"
CONCRETE GRADE
BEAM. REFER TO
STRUCTURAL DWGS
8"
8"
Sim
2" RIGID INSULATION
OVER FULL HEIGHT
OF WALL BELOW
FINISHED GRADE
FFE (647.35)
0"
7
A7.2
1' - 6"
8
A7.2
Sim
1' - 6"
5 3/8"
7
A7.2
1' - 6"
6"
1' - 6"
CONCRETE GRADE
BEAM REFER TO
STRUCTURAL DWGS
GRADE ELEVATION @
SIDEWALKS TO BE 1-1/2"
BELOW TOP OF FINISH
FLOOR. REFER TO CIVIL
DRAWINGS FOR FINAL
GRADE.
EW-1.1B
FROST SLAB
FFE (647.35)
0"
RETAIL
UNIT
10' - 0"
10' - 0"
RETAIL
UNIT
MIN. TENANT CLEARANCE
STRUC. STEEL GIRT. REFER
TO STRUC. DWGS.
STRUCTURAL STEEL GIRT.
REFER TO STRUCT. DWGS..
CLEAR ANODIZED ALUMINUM
FRAMES AND TEMPERED GLAZING.
REFER TO EXTERIOR ELEVATIONS
AND FINISH SCHEDULE.
EW-1.1
F-1
FFE (647.35)
0"
1 1/4"
1' - 5 7/8"
2"
6"
T/O GLAZING
10' - 0"
GRADE ELEVATION @
SIDEWALKS TO BE 1-1/2"
BELOW TOP OF FINISH
FLOOR. REFER TO CIVIL
DRAWINGS FOR FINAL
GRADE.
1/2" JOINT FILLER
(TYP.)
8"
Sim
1 1/4"
Sim
3 1/2"
11 1/2"
1' - 6"
2"
10' - 0"
ENTRANCE DOOR .
REFER TO EXTERIOR ELEVATIONS
AND DOOR SCHEDULE.
3
A7.2
EW-3.1B
6
A7.2
Sim
STRUC. STEEL BEAM. REFER
TO STRUC. DWGS.
STEEL STUD FRAMING
& METAL FURRING
RETAIL
UNIT
10' - 0"
13' - 7 7/8"
RETAIL
UNIT
Sim
3 5/8" 5/8"
5/8"
EW-3.0B
1' - 3"
T/O GLAZING
10' - 0"
2
A7.2
STRUCTURAL STEEL BEAM.
REFER TO STRUCT. DWGS..
2' - 5 5/8"
MIN. TENANT CLEARANCE
14' - 11 7/8"
T/O GLAZING
10' - 0"
1
A7.2
2"
EW-3.1B
9' - 4"
23' - 0"
T/O GLAZING
10' - 0"
PLYWOOD IN LIEU OF EXTERIOR
SHEATHING FOR TENANT SIGNAGE.
REFER TO ELEVATION FOR
LOCATION AND SIZES. SIGNS &
HORIZONAL & VERTICAL
ALUMINUM BARS PROVIDED AND
INSTALLED BY SIGN
MANUFACTURER.
3' - 7 7/8"
CLEAR ANODIZED ALUMINUM
FRAMES AND TEMPERED GLAZING.
REFER TO EXTERIOR ELEVATIONS
AND FINISH SCHEDULE.
CLEAR ANODIZED ALUMINUM
FRAMES AND TEMPERED GLAZING.
REFER TO EXTERIOR ELEVATIONS
AND FINISH SCHEDULE.
EW-3.1A
Sim
Sim
21' - 0"
1' - 3"
6
A7.2
2' - 10 3/8"
STRUC. STEEL GIRT. REFER
TO STRUC. DWGS.
1
A7.2
7' - 0"
STRUCTURAL STEEL BEAM.
REFER TO STRUCT. DWGS..
7' - 0"
7' - 0"
6"
1' - 10 1/8"
3 3/4"
6"
Sim
DECORATIVE
MOULDING. REFER
TO EXTERIOR
ELEVATIONS.
PLYWOOD IN LIEU OF EXTERIOR
SHEATHING FOR TENANT SIGNAGE.
REFER TO ELEVATION FOR
LOCATION AND SIZES. SIGNS &
HORIZONAL & VERTICAL
ALUMINUM BARS PROVIDED AND
INSTALLED BY SIGN
MANUFACTURER.
EW-3.0A
T/O LOW PARAPET
18' - 6"
T/O STEEL
17' - 0"
EW-2.0B
STRUCTURAL STEEL GIRT.
REFER TO STRUCT. DWGS..
R-1
T/O STEEL
17' - 0"
STRUC. STEEL BEAM. REFER
TO STRUC. DWGS.
6
A7.2
T/O LOW PARAPET
18' - 6"
1' - 6"
2
A7.2
T/O STEEL
17' - 0"
1' - 10 3/8"
1' - 10 1/8"
Sim
STRUCTURAL STEEL GIRT.
REFER TO STRUCT. DWGS..
DECORATIVE MOULDING.
REFER TO EXTERIOR FINISH
SCHEDULE FOR COLOUR.
21' - 0"
T/O LOW PARAPET
18' - 6"
R-1
EW-2.0B
10' - 0"
R-1
5' - 6"
2
A7.2
Sim
T/O MID PARAPET
21' - 0"
PRE-FINISHED ALUMINUM
CAP FLASHING. REFER TO
EXTERIOR FINISH
SCHEDULE FOR COLOUR.
EW-2.0A
1' - 6"
1' - 6"
STEEL STUD FRAMING
& METAL FURRING
STEEL STUD FRAMING
& METAL FURRING
PLYWOOD IN LIEU OF EXTERIOR
SHEATHING FOR TENANT SIGNAGE.
REFER TO ELEVATION FOR
LOCATION AND SIZES. SIGNS &
HORIZONAL & VERTICAL
ALUMINUM BARS PROVIDED AND
INSTALLED BY SIGN
MANUFACTURER.
8"
T/O MID PARAPET
21' - 0"
PRE-FINISHED
ALUMINUM CAP
FLASHING. REFER TO
EXTERIOR FINISH
SCHEDULE FOR COLOUR.
3/4" PLYWOOD SHEATHING
SLOPED ON 2"x2" WOOD
BLOCKING ON HORIZONTAL 3/4"
PLYWOOD SHEATHING
2' - 6"
2' - 0"
2' - 6"
EW-2.0A
Sim
1
A7.2
STRUC. OUTRIGER C/W STEEL
PLATE TO SUPPORT BRICK.
REFER TO STRUC. DWGS.
STRUCTURAL STEEL GIRT.
REFER TO STRUCT. DWGS..
T/O MID PARAPET
21' - 0"
T/O STEEL
17' - 0"
DECORATIVE MOULDING.
REFER TO EXTERIOR FINISH
SCHEDULE FOR COLOUR.
Sim
3/4" PLYWOOD SHEATHING
SLOPED ON 2"x2" WOOD
BLOCKING ON HORIZONTAL
3/4" PLYWOOD SHEATHING
STRUCTURAL STEEL GIRT.
REFER TO STRUCT. DWGS..
18' - 6"
1
A7.2
DECORATIVE
MOULDING. REFER
TO EXTERIOR
ELEVATIONS.
T/O LOW PARAPET
18' - 6"
This drawing, as an instrument of service, is provided by and is the property of Turner Fleisher Architects Inc. The
contractor must verify and accept responsibility for all dimensions and conditions on site and must notify Turner
Fleischer Architects Inc. of any variations from the supplied information. This drawing is not to be scaled. The
architect is not responsible for the accuracy of survey, structural, mechanical, electrical, etc., information shown
on this drawing. Refer to the appropriate consultant's drawings before proceeding with the work. Construction
must conform to all applicable codes and requirements of authorities having jurisdiction. The contractor working
from drawings not specifically marked 'For Construction' must assume full responsibility and bear costs for any
corrections or damages resulting from his work.
8"
PRE-FINISHED ALUMINUM
CAP FLASHING. REFER TO
EXTERIOR FINISH
SCHEDULE FOR COLOUR.
PRE-FINISHED
ALUMINUM CAP
FLASHING. REFER TO
EXTERIOR FINISH
SCHEDULE FOR COLOUR.
T/O HIGH PARAPET
23' - 0"
D C
3/4" PLYWOOD SHEATHING
SLOPED ON 2"x2" WOOD
BLOCKING ON HORIZONTAL 3/4"
PLYWOOD SHEATHING
3/4" PLYWOOD SHEATHING
SLOPED ON 2"x2" WOOD
BLOCKING ON HORIZONTAL
3/4" PLYWOOD SHEATHING
 Lesmill Road Toronto  Canada  
Telephone() -
turnerfleischer.com
1/2" JOINT FILLER
(TYP.)
17/02/22
17/02/07
DATE
ISSUED FOR TENDER
ISSUED FOR REVIEW
DESCRIPTION
4 1/8"
1' - 4 3/4"
1/2" JOINT FILLER
(TYP.)
CONCRETE GRADE BEAM
TO STRUCTURAL DWGS
2" RIGID INSULATION
OVER FULL HEIGHT OF
GRADE BEAM BELOW
FINISHED GRADE
2" RIGID INSULATION
OVER FULL HEIGHT OF
GRADE BEAM BELOW
FINISHED GRADE
PROJECT
WESTWIND CENTRE
SPRUCEGROVE, ALBERTA
DRAWING
SECTION THROUGH AT ENTRANCE WITH ALUMINUM PANEL WALL AND HIGH PARAPET
1
1/2" = 1'-0"
SECTION THROUGH ALUMINUM PANEL/ CANOPY/ GLAZING WALL BASE BRICK [email protected] SOUTH WALL
2
1/2" = 1'-0"
SECTION THROUGH CONCRETE PANEL/
CANOPY/ GLAZING WALL BASE BRICK
[email protected] LOW PARAPET
3
1/2" = 1'-0"
EXTERIOR WALL SECTIONS
SECTION THROUGH ENTRANCE AT CONCRETE PANEL SIDING AND MID PARAPET
4
1/2" = 1'-0"
PROJECT NO.
14.178
PROJECT DATE
2017-01-03
DRAWN BY
LW
CHECKED BY
NA
SCALE
1/2" = 1'-0"
DRAWING NO.
A5.1
LW
LW
BY
TURN ER FLEISC HER
T URNER FLEISCHER ARCHITECTS INC.
 Lesmill Road Toronto  Canada  
Telephone() -
turnerfleischer.com
8
This drawing, as an instrument of service, is provided by and is the property of Turner Fleisher Architects Inc. The
contractor must verify and accept responsibility for all dimensions and conditions on site and must notify Turner
Fleischer Architects Inc. of any variations from the supplied information. This drawing is not to be scaled. The
architect is not responsible for the accuracy of survey, structural, mechanical, electrical, etc., information shown
on this drawing. Refer to the appropriate consultant's drawings before proceeding with the work. Construction
must conform to all applicable codes and requirements of authorities having jurisdiction. The contractor working
from drawings not specifically marked 'For Construction' must assume full responsibility and bear costs for any
corrections or damages resulting from his work.
A
3/4" PLYWOOD SHEATHING
SLOPED ON 2"x2" WOOD
BLOCKING ON HORIZONTAL 3/4"
PLYWOOD SHEATHING
PRE-FINISHED ALUMINUM
CAP FLASHING. REFER TO
EXTERIOR FINISH
SCHEDULE FOR COLOUR.
A
STRUCTURAL STEEL GIRT.
REFER TO STRUCT. DWGS..
DECORATIVE MOULDING.
REFER TO EXTERIOR FINISH
SCHEDULE FOR COLOUR.
Sim
3/4" PLYWOOD SHEATHING
SLOPED ON 2"x2" WOOD
BLOCKING ON HORIZONTAL 3/4"
PLYWOOD SHEATHING
2
A7.2
1' - 6"
T/O STEEL
17' - 0"
T/O STEEL
17' - 0"
3
A7.2
STRUCTURAL STEEL GIRT.
REFER TO STRUCT. DWGS..
Sim
Sim
R-1
1
A7.2
T/O LOW PARAPET
18' - 6"
DECORATIVE
MOULDING. REFER
TO EXTERIOR FINISH
SCHEDULE FOR
COLOUR.
1
A7.2
2
A7.2
3
A7.2
EW-1.1A
Sim
STRUCTURAL STEEL GIRT.
REFER TO STRUCT. DWGS..
1
A7.2
DECORATIVE
MOULDING. REFER
TO EXTERIOR
ELEVATIONS.
2
A7.2
DECORATIVE
MOULDING. REFER
TO EXTERIOR FINISH
SCHEDULE FOR
COLOUR.
STRUCTURAL STEEL BEAM.
REFER TO STRUCT. DWGS..
Sim
Sim
T/O LOW PARAPET
18' - 6"
T/O STEEL
17' - 0"
Sim
2
A7.2
EW-3.0A
T/O LOW PARAPET
18' - 6"
3
A7.2
Sim
T/O STEEL
17' - 0"
Sim
EW-3.0B
STRUCTURAL STEEL BEAM.
REFER TO STRUCT. DWGS..
7' - 0"
7' - 0"
T/O MID PARAPET
21' - 0"
EW-1.1A
STRUCTURAL STEEL BEAM.
REFER TO STRUCT. DWGS..
7' - 0"
Sim
ALUMINUM CAP
FLASHING. REFER TO
EXTERIOR FINISH
SCHEDULE FOR COLOUR.
2' - 6"
Sim
1' - 6"
T/O LOW PARAPET
18' - 6"
PRE-FINISHED ALUMINUM
CAP FLASHING. REFER TO
EXTERIOR FINISH
SCHEDULE FOR COLOUR.
STRUCTURAL STEEL GIRT.
REFER TO STRUCT. DWGS..
1' - 6"
2' - 6"
STEEL STUD FRAMING
& METAL FURRING
PRE-FINISHED ALUMINUM
CAP FLASHING. REFER TO
EXTERIOR FINISH
SCHEDULE FOR COLOUR.
4 1/4"
EW-2.0A
T/O HIGH PARAPET
23' - 0"
PRE-FINISHED
1' - 6"
8"
1
A7.2
3/4" PLYWOOD SHEATHING
SLOPED ON 2"x2" WOOD
BLOCKING ON HORIZONTAL 3/4"
PLYWOOD SHEATHING
3' - 4"
2' - 0"
8
T/O MID PARAPET
21' - 0"
PLYWOOD IN LIEU OF EXTERIOR
SHEATHING FOR TENANT SIGNAGE.
REFER TO ELEVATION FOR
LOCATION AND SIZES. SIGNS &
HORIZONAL & VERTICAL
ALUMINUM BARS PROVIDED AND
INSTALLED BY SIGN
MANUFACTURER.
3/4" PLYWOOD SHEATHING
SLOPED ON 2"x2" WOOD
BLOCKING ON HORIZONTAL
3/4" PLYWOOD SHEATHING
3
A7.2
Sim
EW-2.0B
21' - 0"
T/O GLAZING
10' - 0"
18' - 6"
T/O GLAZING
10' - 0"
18' - 6"
T/O GLAZING
10' - 0"
21' - 0"
EW-1.1B
EW-1.1B
EW-3.1B
10' - 0"
10' - 0"
10' - 0"
13' - 8"
RETAIL
UNIT
GRADE ELEVATION @
SIDEWALKS TO BE 1-1/2"
BELOW TOP OF FINISH
FLOOR. REFER TO CIVIL
DRAWINGS FOR FINAL
GRADE.
RETAIL
UNIT
7' - 2"
RETAIL
UNIT
RETAIL
UNIT
#
EW-1.2
CONCRETE GRADE BEAM
REFER TO STRUCTURAL
DWGS
1
GRADE ELEVATION @
SIDEWALKS TO BE 1-1/2"
BELOW TOP OF FINISH
FLOOR. REFER TO CIVIL
DRAWINGS FOR FINAL
GRADE.
3 7/8"
1/2" JOINT FILLER
(TYP.)
1' - 4 1/2"
2" RIGID INSULATION
OVER FULL HEIGHT OF
GRADE BEAM BELOW
FINISHED GRADE
SECTION THROUGH ALUMINUM PANEL/ BASE BRICK [email protected] MID PARAPET
1/2" = 1'-0"
CONCRETE PIER AND
PILE. REFER TO
STRUCTURAL DWGS
2
SECTION THROUGH BRICK [email protected] LOW PARAPET
1/2" = 1'-0"
EW-1.2
FFE (647.35)
0"
FFE (647.35)
0"
6"
5
A7.2
DESCRIPTION
Sim
1' - 6"
1' - 6"
GRADE ELEVATION @
SIDEWALKS TO BE 1-1/2"
BELOW TOP OF FINISH
FLOOR. REFER TO CIVIL
DRAWINGS FOR FINAL
GRADE.
CONTINUOUS THRU-WALL
FLASHING MIN. 6"
FFE (647.35)
0"
6"
FFE (647.35)
Level
14
0"
4
A7.2
Sim
DATE
CONTINUOUS THRUWALL FLASHING
5"
CONTINUOUS THRUWALL FLASHING
GRADE ELEVATION @ SIDEWALKS
TO BE 1-1/2" BELOW TOP OF
FINISH FLOOR. REFER TO CIVIL
DRAWINGS FOR FINAL GRADE.
1/2" JOINT FILLER
(TYP.)
CONCRETE GRADE
BEAM. REFER TO
STRUCTURAL DWGS
2" RIGID INSULATION
OVER FULL HEIGHT
OF GRAD BEAM
BELOW FINISHED
GRADE
1/2" JOINT FILLER
(TYP.)
8
A7.2
CONCRETE GRADE
BEAM REFER TO
STRUCTURAL DWGS
Sim
2" RIGID
INSULATION OVER
FULL HEIGHT OF
GRADE BEAM BELOW
FINISHED GRADE
3
SECTION THROUGH BRICK WALL/ [email protected] LOW PARAPET
1/2" = 1'-0"
PROJECT
WESTWIND CENTRE
1/2" JOINT FILLER
(TYP.)
SPRUCEGROVE, ALBERTA
2" RIGID INSULATION
OVER FULL HEIGHT OF
GRADE BEAM BELOW
FINISHED GRADE
DRAWING
EXTERIOR WALL SECTIONS
4
SECTION THROUGH CONCRETE PANEL WALL @ MID PARAPET
1/2" = 1'-0"
PROJECT NO.
14.178
PROJECT DATE
2017-01-03
DRAWN BY
LW
CHECKED BY
NA
SCALE
1/2" = 1'-0"
DRAWING NO.
A5.2
BY
TURN ER FLEISC HER
T URNER FLEISCHER ARCHITECTS INC.
 Lesmill Road Toronto  Canada  
Telephone() -
turnerfleischer.com
This drawing, as an instrument of service, is provided by and is the property of Turner Fleisher Architects Inc. The
contractor must verify and accept responsibility for all dimensions and conditions on site and must notify Turner
Fleischer Architects Inc. of any variations from the supplied information. This drawing is not to be scaled. The
architect is not responsible for the accuracy of survey, structural, mechanical, electrical, etc., information shown
on this drawing. Refer to the appropriate consultant's drawings before proceeding with the work. Construction
must conform to all applicable codes and requirements of authorities having jurisdiction. The contractor working
from drawings not specifically marked 'For Construction' must assume full responsibility and bear costs for any
corrections or damages resulting from his work.
D
3/4" PLYWOOD SHEATHING
SLOPED ON 2"x2" WOOD
BLOCKING ON HORIZONTAL 3/4"
PLYWOOD SHEATHING
PRE-FINISHED ALUMINUM
CAP FLASHING. REFER TO
EXTERIOR FINISH
SCHEDULE FOR COLOUR.
STRUCTURAL STEEL GIRT.
REFER TO STRUCT. DWGS..
DECORATIVE MOULDING.
REFER TO EXTERIOR FINISH
SCHEDULE FOR COLOUR.
T/O MID PARAPET
21' - 0"
2' - 6"
3
A7.1
Sim
7
A7.1
R-1
R-1
T/O STEEL
17' - 0"
FILL ALL VOIDS & DECK FLUTES WITH
MINERAL WOOL FIRESTOPPING
INSULATION. PROVIDE FIRESTOP WITH
1" GAP BETWEEN TOP OF GYPSUM AND
U/S OF ROOF DECK (FIRESTOP SHOULD
OVERLAP METAL DECK AND GYPSUM
BOARD 1" MIN)
1' - 6"
T/O LOW PARAPET
18' - 6"
T/O STEEL
17' - 0"
T/O STEEL
17' - 0"
FILL ALL VOIDS & DECK FLUTES WITH
MINERAL WOOL FIRESTOPPING
INSULATION. PROVIDE FIRESTOP WITH
1" GAP BETWEEN TOP OF GYPSUM AND
U/S OF ROOF DECK (FIRESTOP SHOULD
OVERLAP METAL DECK AND GYPSUM
BOARD 1" MIN)
PROVIDE SLIP TRACK @ DECK
DO NOT ATTACH STUD TO TRACK
PROVIDE SLIP TRACK @ DECK
DO NOT ATTACH STUD TO TRACK
OPEN WEB STEEL JOIST.
REFER TO STRUCTURAL
DRAWINGS
21' - 0"
T/O GLAZING
10' - 0"
3 3/4"
6"
6
A7.2
OPEN WEB STEEL JOIST.
REFER TO STRUCTURAL
DRAWINGS
P1
WALLS TO BE FRAMED
AROUND OWSJ UP TO
T/O STEEL
WALLS TO BE FRAMED
AROUND OWSJ UP TO
T/O STEEL
Sim
6"
1' - 10 1/8"
1' - 4 5/8"
1' - 9 7/8"
7' - 0"
1' - 6 3/4"
STRUCTURAL STEEL GIRT.
REFER TO STRUCT. DWGS..
2 HOUR
ULC W404
P1
1/2"
5/8"
MECH/ELEC ROOM
RETAIL
UNIT
9' - 4"
10' - 0"
8"
P2
1/2"
5/8"
RETAIL
RETAIL
SOILD FILL ALL VOIDS
W/MORTAR AT TOP AND
BOTTOM OF WALL
CONCRETE SLAB
REFER TO STRUCTURAL
F-1
RETAIL
NOTE:
SOILD FILL ALL VOIDS W/
MORTAR AT BRACKET LOCATIONS
AND ROOF LADDER
CONCRETE SLAB
REFER TO STRUCTURAL
NOTE:
PENETRATIONS IN FIRE RATED WALLS
MUST BE SEALED WITH A FIRE STOP
AROUND THEIR PERIMETER
F-1
F.F.E = 337.40
0"
NOTE:
PENETRATIONS IN FIRE RATED WALLS
MUST BE SEALED WITH A FIRE STOP
AROUND THEIR PERIMETER
#
DATE
DESCRIPTION
F.F.E = 337.40
0"
GRADE ELEVATION @
SIDEWALKS TO BE 1-1/2"
BELOW TOP OF FINISH
FLOOR. REFER TO CIVIL
DRAWINGS FOR FINAL
GRADE.
CONCRETE GRADE BEAM
REFER TO STRUCTURAL
DWGS
1' - 6"
6"
8"
FFE (647.35)
0"
Sim
1/2" JOINT FILLER
(TYP.)
PROJECT
WESTWIND CENTRE
2" RIGID INSULATION
OVER FULL HEIGHT
OF GRADE BEAM
BELOW FINISHED
GRADE
SPRUCEGROVE, ALBERTA
2
ULC 407 -1 HOUR DEMISING WALL
1/2" = 1'-0"
3
ULC 404 - 2 HOUR DEMISING WALL SECTION
1/2" = 1'-0"
DRAWING
WALL SECTION
PROJECT NO.
SECTION THROUGH CONCRETE PANEL/ CANOPY/ [email protected] MID PARAPET
1
1/2" = 1'-0"
14.178
PROJECT DATE
2017-01-03
DRAWN BY
LW
CHECKED BY
NA
SCALE
1/2" = 1'-0"
DRAWING NO.
A5.3
BY
EXTEND VAPOUR
BARRIER AND ADHERE
TO DRAIN FLANGE
ROOF DRAIN REFER TO
MECHANICAL DRAWINGS
REFER TO
ROOF PLAN FOR
ROOF TYPE
EXTEND ROOFING
OVER FLANGE
INSULATED METAL SLEEVE
GAS LINE - SEE MECHANICAL DWG'S FOR
EXTENT AND LOCATION.
HIGH GRADE SEALANT
BROKEN LINE DENOTES 12" x 24" INSULATION
PAD BELOW GAS LINE SUPPORT.
PRE FINISHED METAL HOOD
T URNER FLEISCHER ARCHITECTS INC.
 Lesmill Road Toronto  Canada  
Telephone() -
turnerfleischer.com
GAS LINE SUPPORT
PREFABRICATED PLASTIC SUPPORT SPACE @ 8'-0" 0.C.
AND WITHIN 2'-0" OF CHANGES IN DIRECTION.
ADHESIVE
PLAN
PIPE BRACKET
9" SEAM FLASHING
CONTINUOUS BEAD OF LAP
SEALANT (SEE NOTES)
PENETRATION
(HOT STACK)
(SEE NOTES)
BONDING ADHESIVE
(ADHERED SYSTEM ONLY)
GAS LINE PIPING
REFER TO ROOF PLAN
FOR LOCATION AND
EXTENT OF ROOF DRAINS
CLAMP
2" (50.8 mm)
PRE FABRICATED GAS LINE SUPPORT
INSULATION PAD: 1 1/2" THICK HIGH DENSITY
EXTRUDED POLYSTYRENE.
PROVIDE SOLID
BLOCKING IN FLUTES
NOTES:
1) COMPLY WITH ROOF MANUFACTURER DETAILS AND
SPECIFICATION.
2) PENETRATION MUST BE ANCHORED TO ENSURE STABILITY
3) WHEN OUTSIDE DIAMETER OF THE POPE EXCEEDS 18"
(457.2 mm), ADDITIONAL FIELD MEMBRANE SECUREMENT
REQUIRED.
4) APPLY LAP SEALANT AROUND ENTIRE PERIMETER OF 2
PLYFLASHING
This drawing, as an instrument of service, is provided by and is the property of Turner Fleisher Architects Inc. The
contractor must verify and accept responsibility for all dimensions and conditions on site and must notify Turner
Fleischer Architects Inc. of any variations from the supplied information. This drawing is not to be scaled. The
architect is not responsible for the accuracy of survey, structural, mechanical, electrical, etc., information shown
on this drawing. Refer to the appropriate consultant's drawings before proceeding with the work. Construction
must conform to all applicable codes and requirements of authorities having jurisdiction. The contractor working
from drawings not specifically marked 'For Construction' must assume full responsibility and bear costs for any
corrections or damages resulting from his work.
REFER TO CONSTRUCTION NOTES
FOR ROOF ASSEMBLY
2" (50.8 mm)
PIPE BRACKET: OF SIZE AND TYPE TO PERMIT
THERMAL MOVEMENT OF GAS LINE PIPE. FASTEN
BRACKET TO SUPPORT.
TURN ER FLEISC HER
CONTINUOUS BEAD OF LAP
SEALANT (SEE NOTES)
5" SEAM FLASHING
FOUR PLY BUILT UP ROOF
MEMBRANE
ROOF MEMBRANE
1
INSULATION
INSULATION
SUBSTRATE
SUBSTRATE
ELEVATION / SECTION
ROOF DRAIN DETAIL
1 1/2" = 1'-0"
3
GAS LINE SUPPORT BLOCK DETAIL
1" = 1'-0"
6
ROOF VENT DETAIL
6" = 1'-0"
Gr
STEEL COLUMN SEE
STRUCT. DWGS. FOR SIZE
RETAIL UNIT
SEE ROOF ASSEMBEY
Gr
CL
FILL ALL VOIDS & DECK FLUTES WITH
MINERAL WOOL FIRESTOPPING
INSULATION. PROVIDE FIRESTOP WITHIN 1"
GAB BETWEEN TOP OF GYPSUM AND U/S
OF ROOF DECK (FIRESTOP SHOULD
OVERLAP MEATL DECK AND GYPSUM
BOARD 1" MIN
RAIN WATER LEDER REFER
MECHANICAL DWG. INSTALL R.W.L
AT REAR SIDE OF STEEL COLUMN
METAL STUD REFER TO SHOP
DRAWINGS FOR FRAMING, FILL ALL
VOIDS W/ BATT INSUL. DEMISING
WALL MAINTAIN CONTINUITY OF 2
HOURS FRR.
Gr
DEMISING WALL MAINTAIN
CONTINUITY OF 2 HOURS FRR.
1 1/2"
9 1/4"
MAINTAIN CONTINUITY OF
VAPOUR BARRIER AROUND
COLUMN
RETAIL UNIT
24 GA. GALV. METAL FLASHING
ROOFING MEMBRANE TO EXTENT
UP AND OVER CURB PRIOR TO
INSULATION OF METAL FLASHING
NOTE:
REFER TO ARCHITECTURAL
DWG'S. FOR SLEEPER
LOCATIONS FOR ALL
PRODUCT REFRIGERATION
AND HVAC EQUIPMENT.
CONTINUOUS L-SHAPE TRACK OR
CHANNEL ANCHORED TO U/S OF TOP
FLANGE AND TO BOTTOM FLANGE OF
STEEL BEAM FOR
GYPSUM BOARD ATTACHMENT (BOTH
SIDES)
2"x 10" WOOD BLOC CURB
CANT STRIP
ROOF MATERIAL VARIES REFER TO
ASSEMBLIES AND SPECIFICATION.
FIRESTOPPING CAULKING BOTH SIDES OF WALL.
DO NOT FILL W/ G.B. COMPOUND.
DETAIL 'A'
SLOTTED TOP TRACK SECURED TO STEEL BEAM,
ALLOW FOR MINIMUM 1 1/2" VERTICAL
MOVEMENT.
FILL WITH MINERAL WOOL
INSULATION
INSULATION SEE SPEC. AND
ARCHITECTURAL DWGS.
CONTROL JOINT. FILL JOINT WITH
FIRE RESISTANT CAULKING. BY
SHELL CONTRACTOR
Gr
DRYWALL TO BE SCREWED TO BOTTOM
TRACK.
SAND AND SEAL TO MAKE SMOOTH
NOTE:
WHEN WALL RUNS
PERPENDICULAR TO METAL
DECK GYPSUM BOARD TO
FOLLOW PROFILE OF FLUTE.
LEAVE 1/2" GAP FOR
DEFLECTION AND PROVIDE
FLEXIBLE FIRE STOP MATERIAL.
1 1/2"
VAPOUR BARRIER
ROOF DECK
4
STEEL COLUMN SEE
STRUCT. DWGS. FOR SIZE
RAIN WATER LEDER REFER
MECHANICAL DWG. INSTALL R.W.L
AT REAR SIDE OF STEEL COLUMN
METAL STUD REFER TO SHOP
DRAWINGS FOR FRAMING, FILL ALL
VOIDS W/ BATT INSUL. DEMISING
WALL MAINTAIN CONTINUITY OF 2
HOURS FRR.
Gr
ULC W404
2 HOUR
BLOCKING INSIDE FLUTES OF ROOF
DECK AT SLEEPER LOCATIONS AND
ADDITIONAL SUPPORT AS PER
STRUCT. DWG'S.
7
1/2" GYPSUM BOARD ON
METAL FURRING STUDS AS
REQUIRED (BY TENANT)
FIRE STOP DETAIL @ STUD WALL - 2 HOUR
1 1/2" = 1'-0"
ROOF SLEEPER DETAIL
3" = 1'-0"
DETAIL 'B'
2
CONTROL JOINT. FILL JOINT WITH
FIRE RESISTANT CAULKING. BY
SHELL CONTRACTOR
RWL DETAIL @ COLUMN
1 1/2" = 1'-0"
#
SLOPE MIN
DATE
DESCRIPTION
2%
NOTE: EXTERIOR WALL
FINISH MAY VARY. REFER
TO SECTIONS.
6"
2' - 8"
6"
± 1' - 4"
SEE COLOUR SCHEDULE
FOR VENT AND METAL
SIDING
PROJECT
WESTWIND CENTRE
SEAL 3 SIDE OF LOUVRED SCREEN
DRAWING
± 1' - 4"
INSECT SCREENING SCREWED TO WALL
SPRUCEGROVE, ALBERTA
2' - 0"
1' - 0"
1'-0" X 2'-0" WALL OPENING BEYOND
OPENING
± 1' - 0"
PREFINISHED HEAVY GUAGE
METAL CUT TO SHAPE. SCREW TO
WALL THRU METAL SIDING.
± 4"
PREFINISHED METAL FLASHING "RAIN
GUARD" SCREWED TO WALL BEHIND
SIDING AND TO PROJECT 1" FROM FACE
OF SIDING
TYPICAL DETAILS
PROJECT NO.
14.178
1/2" EXTERIOR GRADE PLYWOOD
6" AROUND VENT OPENING
3"
± 6"
PROJECT DATE
± 6"
REFER TO MECH FOR FINAL HEIGHT REQUIRED
1' - 0 1/4"
2"x 10" NON-PRESSURE
TREATED WOOD BLOCKING
2017-01-03
DRAWN BY
LW
CHECKED BY
NA
SCALE
As indicated
5
PARAPET VENT DETAIL
1 1/2" = 1'-0"
DRAWING NO.
A7.1
BY
CONTINUOUS METAL THRU-WALL FLASHING
C/W AIR BARRIER
REFER TO ELEVATION
& WALL TYPES FOR
EXTERIOR MATERIAL
RUN SBS ROOF MEMBRANES UP WALL AS PER
LOW PARAPET
EPMD ROOF MEMBRANE
5/8" PLYWOOD TOP PLATE SLOPED TOWARDS
ROOF & ANCHORED TO STRUCTURE
CANAMOULD EXTERIOR
CORNICE MOULDING. REFER
TO ELEVATIONS FOR COLOUR
4"
BLUESKIN TO GO UP
AND OVER STEEL
ANGLE
LAP VAPOUR BARRIER 8" MIN. AS SHOWN.
VAPOUR BARRIER TO TIE INTO BLUESKIN
TRANSITIN MEMBRANE UNDER PARAPET
4"
WALL FINISH VARIES
REFER TO SECTIONS
VARIES
SEE SECTION
G.B. TO EXTEND TO DECK & FOLLOW DECK
PROFILE. CAULKING TO BE APPLIED AT ENDS
SPRAY FOAM TO BE APPLIED TO
DECK FLUTES PERPENDICULAR
TO PARAPET AND ANY VOIDS
BLUESKIN TRANSITION TO EXTEND TO OUTSIDE FACE OF
PERIMETER STEEL ANGLE, CONTINUE UP & OVER AND
EXTEND TO ROOF VAPOUR BARRIER
VARIES
VARIES
LAP AIR BARRIER 4" MIN. AS SHOWN
4"
TOP OF STEEL
G.B. TO EXTEND TO DECK & FOLLOW DECK
PROFILE. SPRAY FOAM IN DECK FLUTES. REFER TO
GENERAL CONSTRUCTION NOTES #4, #27, 38 & 40.
L-SHAPE TRACK OR STUD FOR G.B. ATTACHMENT
FILL GAP BETWEEN STEEL AND DECK
WITH FOAM INSULATION (TYPICAL)
STEEL BEAM - SEE STRUCT.
DWGS. FOR SIZE
SEAL VAPOUR BARRIER TO METAL DECK
2ND LAYER OF GYPSUM BOARD FOR FIRE RATING
WHERE REQUIRED. REFER TO OBC MATRIX.
FILL ALL VOIDS W/ BATT INSULATION
L-SHAPE TRACK OR CHANNEL FOR
G.B. ATTACHMENT. ANCHORED
TO BOTTOM FLANGE OF BEAM.
2" LONG LEGGED OUTER TOP TRACK
MAINTAIN 3/4" GAP
WALL PEEL & STICK MEMBRANE TO OVERLAP
MOD. BIT. CAP SHEET MIN. 8"
HORIZ. STRUCTURAL GIRT. SEE STRUCT. DWGS.
BACK TO BACK GYPSUM BOARD L-SHAPE
METAL TRIM C/W 1/2" CONTINUOUS CAULKING
LAP AIR BARRIER 4" MIN. AS SHOWN
APPLY ADDITIONAL 6" WIDE MIN. PEEL & STICK
MEMBRANE OVER TOP EDGE OF DRIP FLASHING
AND ONTO WALL PEEL & STICK MEMBRANE
1/2" SHEATHING REFER TO WALL TYPES
AIR/MOISTURE BARRIER REFER
TO WALL SCHEDULES
26 GA. PREFIN. METAL DRIP FLASHING TO ALIGN
WITH LOW PARAPET CAP FALSHING DRIP
PREFIN. METAL COUNTER FLASHING
CAP SHEET
WALL AIR BARRIER EXTEND TO TOP OF WALL
SBS ROOF MEMBRANE
EXTERIOR WALL SHEATHING
REFER TO WALL TYPES
This drawing, as an instrument of service, is provided by and is the property of Turner Fleisher Architects Inc. The
contractor must verify and accept responsibility for all dimensions and conditions on site and must notify Turner
Fleischer Architects Inc. of any variations from the supplied information. This drawing is not to be scaled. The
architect is not responsible for the accuracy of survey, structural, mechanical, electrical, etc., information shown
on this drawing. Refer to the appropriate consultant's drawings before proceeding with the work. Construction
must conform to all applicable codes and requirements of authorities having jurisdiction. The contractor working
from drawings not specifically marked 'For Construction' must assume full responsibility and bear costs for any
corrections or damages resulting from his work.
LAP AIR BARRIER 4" MIN. AS SHOWN
SEE SECTION
WALL ASSEMBLY VARIES
REFER TO WALL SECTIONS
AND SCHEDULES
Gr
CONTINUOUS 4" x 4" STEEL
PERIMETER ANGLE. SEE
STRUCTURAL DWGS.
TOP OF STEEL
MAINTAIN CONTINUITY OF AIR/MOISTURE BARRIERINSTALL CONTINUOUS AIR BARRIER OVER TOP OF
WALL BEFORE INSTALLING WOOD BLOCKING-SEAL
TO SHEATHING BOTH SIDES
 Lesmill Road Toronto  Canada  
Telephone() -
turnerfleischer.com
JOIST
SHOE
SEE SECTION
1' - 8"
T/O PARAPET
HEIGHT VARIES
MODIFIED BIT. CAP SHEET-EXTEND UP PARAPET MIN.
6" ABOVE BASE FLASHING MEMBRANES & EXTEND
DOWN ONTO ROOF MEMBRANE
T URNER FLEISCHER ARCHITECTS INC.
FILL CAVITY WITH BATT INSULATION UP TO
1'-0" ABOVE STEEL DECK OR TO U/S OF
PARAPET IN COLDER CLIMATES.
1 1/2"
CONTINUOUS PEEL & STICK MEMBRANE SEAL TO OUTSIDE FACE OF WOOD BLOCKING,
RUN UP & OVER PARAPET AND EXTEND DOWN
INSIDE FACE MIN. 6" TO SEAL OVERTOP OF
WALL PEEL & STICK MEMBRANE
2"x2" WOOD BLOCKING
NOTE:
SEE EXTERIOR ELEVATIONS FOR LOCATION OF
HORIZONTAL CONTROL JOINTS ON EIFS FINISH
(LOCATED AT GROOVE LOCATIONS)
(DECK)
TOP OF ROOF MEMBRANE
SEE BLOW-UP DETAIL BELOW.
26 GA. PREFOM. METAL COUNTERFLASHING C/W
INTERLOCKING JOINTS UP AND UNDER SIDING &
DRIP FLASHING
6" MIN.
3/4" EXTERIOR GRADE PLYWOOD
SECURED TO METAL PLATE
VARIES
TOP OF CAP SHEET
MAINTAIN MIN. DISTANCE
TO SUIT LARGEST BEAM
24 GA. PREFINISHED METAL CAP FLASHING C/W
INTERLOCKING JOINTS & STARTER STRIP
WALL PEEL & STICK MEMBRANE
PREFIN. METAL VERTICAL SIDING ON Z-BAR SUB-GIRTS
1 1/2"
Sim
Gr
PRE-FINISHED ALUMINUM
CAP FLASHING, FINISH TO
MATCH CORNICE
TURN ER FLEISC HER
1' - 6 3/8"
3
A11.2
Gr
3" LONG LEGGED INNER TOP TRACK
DO NOT CONNECT TO TOP TRACK
SLOTTED TOP TRACK SECURED TO STEEL BEAM, ALLOW
FOR MINIMUM 1 1/2" VERTICAL MOVEMENT.
3/4 GAP IN SHEATHING, AND ON RIGID
INSULATION AT STUCCO FINISH.
SLOPE INSULATION TO EXTERIOR
ANCHOR GYPSUM BOARD TO VERTICAL STUD
SEAL AROUND ALL BRICK TIES &
PENETRATIONS THROUGH
AIR/MOISTURE BARRIER
MAINTAIN CONTINUITY OF 6 MIL POLY
VAPOUR AIR BARRIER
PREFIN. METAL VERTICAL SIDING
HORIZ. Z-BAR SUB-GIRT
2
SECTION DETAIL @ ROOF/SIDING
1 1/2" = 1'-0"
3
SECTION DETAIL @ SLIP CONNECTION
1 1/2" = 1'-0"
PARAPET DETAIL 2
1
3" = 1'-0"
Gr
1"
Gr
NOTE:
REFER TO SECTION FOR
WHERE FIRE-RATED WALL
REQUIRED.
1/2"
3 1/2"
4"
4"
NOTE: WALL CONSTRUCTION VARIES,
REFER TO WALL SECTIONS AND
SCHEDULES FOR APPLICABLE WALL
TYPE. CONSTRUCTION AND
APPLICATION METHOD APPLIES TO
ALL SINGLE AND DOULBE STUD WALL
SYSTEMS
COMPOSITE PANEL
EW-2.1
SEAL AROUND ALL BRICK TIES & PENETRATIONS
THOUGH AIR/MOISTURE BARRIER
AIR/MOISTURE BARRIER TO OVERLAP
THROUGH WALL FLASHING
PROVIDE WEEP HOLES C/W
VENTILATORS AT 24" O.C.
APPLY CONTRACTORS TAPE OVER JOINT
OF AIR/MOISTURE BARRIER &
THROUGH WALL FLASHING
PRIME SHEATHING AND INSTALL AIR
BARRIERTHRU WALL FLASHING UP WALL MIN.
8"
TYPICAL 1/2" MASONRY
OVERHANG
CONTINUOUS FOAM GASKET PLATE OVERTOP
OF CONT. AIR BARRIERDAMPROOFING
CONTINUOUS THRU-WALL
FLASHING
CAULK VAPOUR BARRIER TO STEEL STUD &
FOUNDATION WALL JOINT
COMPOSITE EXTRUSION
CAULKED
ALUMINUM COMPOSITE PANEL/
CONCRETE PANEL SIDING
REFER TO EXTERIOR FINISH
SCHEDULE.
STARTER TRACK
METAL FLASHING
ALUM FLASHING
AIR BARRIER
EXTEND ROOF MEMBRANE
UP WALL AND LAP WITH
AIR BARRIER
PROVIDE STEEL PLATE TO
SUPPORT BRICK WHERE
REQUIRED. REFER TO
STRUCTURAL
DRAWINGS.
DATE
DESCRIPTION
MASONRY BASE DETAIL
1 1/2" = 1'-0"
LAP V/B AND AIR BARRIER
CONT. SEALANT
AROUND EXT. AND INT
PERIMETER OF FRAME
(TYP)
WINDOW SUPPLIER TO
PROVIDE CLIP CONNECTION AS
REQUIRED.
LENMAK METAL PANEL. REFER TO
EXTERIOR FINISH SCHEDULE FOR COLOUR.
WINDOW FRAMES
CAULKING
DETAIL @ CLOSET CANOPY
6
1 1/2" = 1'-0"
#
RWL HEAT TRACED. REFER
TO MECH & ELECT
STEEL STUD FRAMING &
METAL FURRING
ALUM FLASHING COLOUR
TO MATCH STOREFRONT
FOUNDATION INSULATION TO 48" BELOW
FLOOR OR LOWER DEPENING ON DEPTH OF
FROST. REFER TO SOILS REPORT.
SECTION DETAIL @ ALUM. PANEL AND BRICK
4
1 1/2" = 1'-0"
5
CANOPY STEEL FRAMING
REFER TO STR. DWGS.
VAPOUR BARRIER TO EXTEND VERTIACALLY
ABOVE CONC. SLAB AND SEALED TO FDN WALL.
ASPHALT IMPREGNATED
FIBERBOARD JOINT FILLER
HSS SEE STRUCT
DWGS
'C' CHANNEL 16" O.C.
SEE STRUCT DWGS
POURED CONC. FLOOR SLAB C/W
REINFORCING. SEE STRUCT. DWGS.
CONTINUOUS SEALANT
HEAT TRACE RWL
REFER TO MECHANICAL
DWGS.
LENMAK METAL PANEL.
REFER TO
EXTERIOR FINISH
SCHEDULE FOR COLOUR.
VARIES
EW-1.1
1/2" GYP BAORD AROUND
WINDOW OPENING
VARIES
Gr
6" WIDE AIR BARRIER SEALED TO
WINDOW BACKSECTION
12" WIDE AIR BARRIER WRAPPED
AROUND ROUGH OPENING
PERIMETER
SEAL V.B. W/ ACOUSTICAL CAULKING
SHIM & LOW-EXPANDING SPRAY FOAM CAULKING
PROJECT
Gr
WESTWIND CENTRE
1/2" MAT FACED MOULD & MOISTURE
RESISTANT GYPSUM BOARD SILL &
VERTICAL AT WINDOW LOCATIONS ONLY
CAULKING C/W FOAM ROPE. PROVIDE DRAIN
HOLES AT EACH LOCATION OF DRAIN HOLES
IN WINDOW FRAME
1'-6" WIDE AIR
BARRIERTHRU WALL
FLASHING
PROVIDE WEEP HOLES C/W
VENTILATORS AT 24" O.C.
3 5/8"1 1/2"3 5/8"
4"
4" 1/2"
STEEL COLUMN/BASE PLATE ON TOP OF
FOUNDATION WALL(SEE STRUCT. DWGS.)
CONTINUOUS SEALANT ASPHALT
IMPREGNATED FIBERBOARD JOINT FILLER
0'-0"
CONTINUOUS FOAM GASKET PLATE
OVERTOP OF CONTINUOUS PEEL & STICK
TYPICAL 1/2"
MASONARY OVERHANG
TOP OF
FIN. FLOOR
CONCRETE CURB
STOREFRONT DOOR
1/2" ASPHALT IMPREGANTED
FIBERBOARD JOINT FILLER @
CONTROL JOINT.
6"CONCRETE
SLOPE
STRUCTURAL STOOP
1/2" JOINT FILLER
DAMPROOFING MEMBRANE CAULK
VAPOUR BARRIER TO FDN WALL
10Mx2'-0" LONG REBAR DOWELS
@ 1'-4" O.C. REFER TO STRUCT.
SPRUCEGROVE, ALBERTA
DRAWING
TYPICAL DETAILS
2' - 0"
ROOF MEMBRANE FULLY ADHERED,
EXTEND ROOF MEMBRANE UP
WALL AND LAP WITH AIR BARRIER
LOW PROFILE ROOF DRAIN,
REFER TO MECHANICAL
DWGS.
WOOD BLOCKING TO SUITE
6"CONCRETE GRADE
BEAM REFER TO
STRUCTURAL
DWGS.
CONCRETE FLOOR SLAB ON
GRANULAR BASE SEE STRUCT.
2 LAYERS OF 2" HIGH
DENSITY INSULATION.
EDGES STAGGERED
2" RIGID INSULATION TO
48" BELOW GRADE (TYP)
PROJECT NO.
14.178
PROJECT DATE
2017-01-03
CONCRETE GRADE BEAM/
CONCRETE PEIER & PILE REFER TO
STRUCTURAL DWGS.
DRAWN BY
Author
CHECKED BY
Checker
FLOOR FINISH & BASEBOARD BY TENANT
SCALE
As indicated
7
WINDOW/ MASONARY DETAIL W/ SILL
1 1/2" = 1'-0"
8
FROST SLAB SECTION
1/2" = 1'-0"
DRAWING NO.
A7.2
BY
A
9"
1/2" 2 1/2"
CORNER WALL CONSTRUCTION
(AT GLAZING-MID HEIGHT):
-1/4" ALUM. FRAME/COVER PANEL
(COLOUR AND FINISH TO MATCH
WINDOW FRAMES)
1-1/2" RIGID INSULATION
-TYVEK AIR BARRIER
-1/2" FIBERGLASS MAT FACED G.B.
(FIRE RATED G.B. WHERE
REQUIRED)
-VAPOUR BARRIER
-1/2" GYPSUM BOARD
STRUCT. MEMBER .
REFER TO STRUCTURAL
AIR BARRIER
TURN ER FLEISC HER
ATTACH AIR BARRIER TO
WINODW FRAME AND
AIR/V.B. TO PEEL & STICK
 Lesmill Road Toronto  Canada  
Telephone() -
turnerfleischer.com
NOTE: PROVIDE WALL FURRING FROM U/S OF
CANOPY TO U/S OF DECK TO CONCEAL PIPE
ROUTING (REFER TO FLOOR PLAN)
CLEAR ANODIZED ALUMINUM PANEL
TO MATCH WINDOW FRAMES. FILL
CAVITY W/RIGID INSULATION.
STEEL COLUMN SEE
STRUCT. DWGS. FOR SIZE
Gr
CONTINUOUS FOAM GASKET PLATE
OVERTOP OF CONTINUOUS AIR
BARRIERDAMPPROOFING
RAIN WATER LEDER REFER
MECHANICAL DWG. INSTALL R.W.L
AT REAR SIDE OF STEEL COLUMN
Gr
METAL STUD REFER TO SHOP
DRAWINGS FOR FRAMING, FILL ALL
VOIDS W/ BATT INSUL. DEMISING
WALL MAINTAIN CONTINUITY OF 2
HOURS FRR.
N/A
VAPOUR BARRIER
PROVIDE FIRE STOP
AT JOINTS
DEMISING WALL MAINTAIN
CONTINUITY OF 2 HOURS FRR.
This drawing, as an instrument of service, is provided by and is the property of Turner Fleisher Architects Inc. The
contractor must verify and accept responsibility for all dimensions and conditions on site and must notify Turner
Fleischer Architects Inc. of any variations from the supplied information. This drawing is not to be scaled. The
architect is not responsible for the accuracy of survey, structural, mechanical, electrical, etc., information shown
on this drawing. Refer to the appropriate consultant's drawings before proceeding with the work. Construction
must conform to all applicable codes and requirements of authorities having jurisdiction. The contractor working
from drawings not specifically marked 'For Construction' must assume full responsibility and bear costs for any
corrections or damages resulting from his work.
PROVIDE FIRE STOP
AT JOINTS
CAULKING
CAULKING
RETURN GYPSUM BOARD
INTO WINDOW FRAME
EXTEND G.B. TO CREATE FIRESTOP
PROTECTION
SEE FLOOR PLAN FOR
ROUGH OPENING SIZE
SPRAY FOAM GAPS
1/2" PLYWOOD
AIR BARRIER OVER 1/2" PLYWOOD
VAPOUR BARRIER
TYPICAL GLAZING:
-REFER TO SPECIFICATIONS
FOR GLAZING
1
CONC. BLOCK
PROVIDE RUBBERIZED
GASKET AROUND COLUMN
TO PREVENT THERMAL BRIDGING.
3
FILL CAVITY W/MINERAL
WOOL FIRESTOPPING
INSULATION
T URNER FLEISCHER ARCHITECTS INC.
SEE FLOOR PLAN
FOR ROUGH OPENING SIZE
1/2"
AIR BARRIER
REFER TO WALL TYPES FOR 6"
GLAZING/FRAME
1" 1 1/2"
3 1/2"
EXTERIOR SHEATING
Gr
COLUMN @ GLAZING CORNER DETAIL 1
3" = 1'-0"
MAINTAIN CONTINUITY OF
VAPOUR BARRIER AROUND
COLUMN
SHIM & SPRAY FOAM INSULATION
PAINTED GYPSUM BOARD SILL
2 1/2"
2
Gr
7 1/2"
COLUMN @ GLAZING W/ RWL DETAIL
1 1/2" = 1'-0"
4
FIRE RATED CONCRETE WALL @ EXTERIOR MASONRY WALL 2
1 1/2" = 1'-0"
Gr
AIR BARRIER
EXTERIOR SHEATHING
EW-1.1
FILL CAVITY W/MINERAL
WOOL FIRESTOPPING
INSULATION
1" 3 1/2"
ROOF HATCH NOT TO HAVE
A LATCH ON THE EXTERIOR
RAILING. REFER TO ROOF
PLAN FOR EXTENTS
P2
NOTE:
VAPOUR BARRIER
8"
Gr
PROVIDE FIRE STOP AT JOINTS
1/2"
1/2"
REFER TO STRUCUTRAL DWGS FOR
COLUMN LOCAITON & SIZE
MULLION (THROAT REMOVED)
BACKING SUPPORT FOR INSULATED.
SPANDREL PANEL
3'-0"x2'-6" ROOF HATCH TO BE BILCO TYPE
"S" 14 GA. COVER, HINGES & HASP FOR
PADLOCK SEE ROOF PLAN FOR LOCATION
LADDER TO COMFORM TO OBC
SUPPLEMENTARY STANDARD SB-8.
LADDER TO BE SELF SUPPORTING.
FILL CAVITY W/MINERAL WOOL
FIRESTOPPING INSULATION
2' - 6"
PROVIDE 6" MIN. CLEARANCE
BETWEEN THE RUNGS AND THE
ADJACENT WALL OR ROOF
FRAMING/ OPENING. REFER TO
OBC SB-8 & MINISTRY OF LABOUR
DATA SHEET 2-04.
PROVIDE FIRE STOP AT JOINTS
PROVIDE FIRE STOP AT JOINTS
PREFINISHED GALVANIZED METAL
FLASHING SET IN SEAL/FASTENANT
3' - 0"
INSULATED CURB W/ PRE-FIN.
MTL. FLASHING ON INSIDE
FACE & INTEGRAL CAP
6" MIN.
EXTEND VAPOUR BARRIER
UP AND ADHERE TO CURB
PROVIDE FIRE STOP AT JOINTS
FILL CAVITY W/MINERAL WOOL
FIRESTOPPING INSULATION
Gr
T/O STEEL
VARIES 3"x3"x1/4" STL. ANGLE,
REFER TO STRUCUTRAL DWGS FOR
COLUMN LOCAITON
P2
PROVIDE SOLID
BLOCKING IN FLUTES
SECURE TO OPENING
FRAMING AND LADDER
1' - 6"
INSULATED SPANDREL
GLAZING PANEL
5
FIRE RATED DEMISING WALL @ EXTERIOR MASONRY WALL
1 1/2" = 1'-0"
2 1/2"
1" DIA. SOLID STL BAR
RUNGS AT 12" O.C. W/
NON-SLIP SURFACE ON
TOP SIDE
CLEAR GLAZING
SILICONE
PROVIDE SLIP JOINT AT TOP
OF ROOF DECK TO ALLOW
FOR MOVEMENT
INTERMEDIATE HOOPS
VERTICAL FLAT BARS
EQ
3' - 4"
INSULATED BACK PAN
6
SECURE CAGE TO LADDER AS REQ'D.
FIRE RATED DEMISING WALL @ SPANDREL PANEL
1 1/2" = 1'-0"
2
1
#
17/02/22
17/02/07
DATE
ISSUED FOR TENDER
ISSUED FOR REVIEW
DESCRIPTION
FACE OF WALL
PREFINISHED METAL
FLASHING, C/W COUNTER
FLASHING ON WATER
PROOFING MEMBRANE
METAL CAP SHEET FLASHING
RIGID INSULATION
3/4" FIRE RATED PLYWOOD
STEEL LADDER: 1" DIA. BAR RUNGS @ 12" O.C. ON C4x5.4
CHANNEL RAILS BOTH SIDES c/w BRACKETS AT TOP AND
BOTTOM & @ 6'-0" O.C. MAX. SECURE BRACKETS WITH
1/2" ANCHORS min. TO SUIT WALL ASSEMBLY. GRIND
SMOOTH ALL WELDS. FOR HEIGHT OF LADDER SEE WALL
SECTIONS. PRIME AND PAINT
(LADDER DESIGNED TO BE SELF SUPPORTING WITHOUT
WALL ATTACHMENTS)
VARIES
EQ
Gr
WOOD BLOCKING
FASTENED TO PLYWOOD
2' - 2"
LADDER & SAFETY CAGE TO BE
PRIMED & PAINTED YELLOW
PROVIDE WOOD
BLOCKING AS REQUIRED
SECURED IN STEEL STUD
WALL FOR SUPPORT
T/O PARAPET
VARIES
O.W.S.J.
(CLEAR)
4"X4"X3/8" STL ANGLE
2 1/2"
(CLEAR)
BOTTOM HOOP
ROOF ACCESS
PROFILE (ABOVE)
PREFINISHED
VERTICAL METAL
SIDING C/W Z-GIRTS
3 1/8"
8"
3' - 0"
2' - 7"
ROOF MATERIAL
VARIES REFER TO
ASSEMBLIES AND
SPECIFICATION.
1/4" x 3" PERIMETER STEEL
PLATE
FRAME WITH BURGLAR
BARS. REMOVED WHEN USED
FOR KITCHEN EXHAUST
8"
2' - 6"
1' - 4"
FOR WALL TYPE
WALL REFER TO PLAN
SPRUCEGROVE, ALBERTA
DRAWING
1" Dia. MTL. RUNGS
@1'-0" O.C. (TYP.)
METAL FLASHING
TYPICAL DETAILS
ROOF HATCH PLAN
FILL WITH BATT
INSULATION 1'-0" MIN
ABOVE STEEL DECK
ANCHOR TO CONCRETE FLOOR
WITH MINIMUM 2" LONG x1/2" DIA. A/B
F-1
F.F.E
VARIES
SEE STRUCTURAL DRAWINGS
FOR ANGLE SIZE AND
LOCATION
PROJECT NO.
14.178
PROJECT DATE
2017-01-03
DRAWN BY
LW
T/O STEEL
5/8" DIA. AT 12"
7
ROOF MEMBRANE ON
BACK OF PARAPET.
EXTEND TO CORNICE
OVERHANG
MAX. 7' - 0"
x
NOTE:
SEE STRUCTURAL
DRAWINGS FOR ANGLE SIZE
AND LOCATION
NOTE:
USE 1/2" PLYWOOD AND BLUE SKIN
ENCLOSE ALL PARAPET STEEL
BRACING, C/W METAL FLASHING
WITH DRIPS
1' - 0"
x
WESTWIND CENTRE
3' - 0"
VARIES
4' - 9"
LAP SEALANT
1' - 7 1/4"
11 7/8"
FOLLOW MANUFACTURER
DETAILS FOR LAP SPLICES, AS
TO MAINTAIN WARRANTY.
ALSO REFER TO MECH FOR FINAL HEIGHT REQUIRED
PROJECT
HVAC CURB BY RTU
MANUFACTURER, SLOPE
BOTTOM OF CURB TO
MATCH ROOF SLOPE, TOP OF
CURB TO BE LEVEL
CHECKED BY
ROOF LADDER SECTIOIN
9
1/2" = 1'-0"
ROOF CURB
1 1/2" = 1'-0"
NA
SCALE
As indicated
8
PARAPET RETURN DETAIL
1" = 1'-0"
DRAWING NO.
A7.3
LW
LW
BY
TURN ER FLEISC HER
DOOR & FRAME SCHEDULE
T URNER FLEISCHER ARCHITECTS INC.
Door
Numbe
r
D01
D02
D03
D04
D05
D06
D07
D08
D09
D10
D11
D12
D13
D14
D15
Location
UNIT N.1 ENTRANCE
UNIT N.2 ENTRANCE
UNIT N.3 ENTRANCE
UNIT N.4 ENTRANCE
UNIT N.5 ENTRANCE
UNIT N.6 ENTRANCE
UNIT N.7 ENTRANCE
UNIT N.7 EXIT
UNIT N.6 EXIT
UNIT N.5 EXIT
UNIT N.4 EXIT
UNIT N.3 EXIT
MECH/ELE DOOR
UNIT N.2 EXIT
UNIT N.1 EXIT
Door Type
2-A
A
A
A
A
A
A
B
B
B
B
B
B
B
B
Door Width
6'-4"
3'-2"
3'-2"
3'-2"
3'-2"
3'-2"
3'-2"
3'-2"
3'-2"
3'-2"
3'-2"
3'-2"
3'-2"
3'-2"
3'-2"
Door Height
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
Thickness
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
Frame
Material
ALUMINUM
ALUMINUM
ALUMINUM
ALUMINUM
ALUMINUM
ALUMINUM
ALUMINUM
INSULATED HOLLOW METAL
INSULATED HOLLOW METAL
INSULATED HOLLOW METAL
INSULATED HOLLOW METAL
INSULATED HOLLOW METAL
INSULATED HOLLOW METAL
INSULATED HOLLOW METAL
INSULATED HOLLOW METAL
DOOR
DOOR
DOOR
WIDTH
WIDTH
WIDTH
Finish
CLEAR ANODIZED
CLEAR ANODIZED
CLEAR ANODIZED
CLEAR ANODIZED
CLEAR ANODIZED
CLEAR ANODIZED
CLEAR ANODIZED
PAINT
PAINT
PAINT
PAINT
PAINT
PAINT
PAINT
PAINT
Fire Rating
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Hardware
1,6,7,10,11,13,14,18,23
1,6,7,10,11,13,14,18,23
1,6,7,10,11,13,14,18,23
1,6,7,10,11,13,14,18,23
1,6,7,10,11,13,14,18,23
1,6,7,10,11,13,14,18,23
1,6,7,10,11,13,14,18,23
5,6,8,10,11,18,23
5,6,8,10,11,18,23
5,6,8,10,11,18,23
5,6,8,10,11,18,23
5,6,8,10,11,18,23
2,6,8,10,11,18,23,25, 26
5,6,8,10,11,18,23
5,6,8,10,11,18,23
DOOR HEIGHT
TYPE 'A'
CLEAR ANODIZED
ALUMINUM DOOR c/w
TEMPERED GLAZING
TYPE '2-A'
CLEAR ANODIZED ALUMINUM
DOUBLE ENTRANCE DOORS c/w
TEMPERED GLAZING
TYPE 'B'
EXTERIOR INSULATED HOLLOW METAL DOOR
c/w INSULATED THERMALLY BROKEN HOLLOW
METAL FRAME
Finish
CLEAR ANODIZED
CLEAR ANODIZED
CLEAR ANODIZED
CLEAR ANODIZED
CLEAR ANODIZED
CLEAR ANODIZED
CLEAR ANODIZED
PAINT
PAINT
PAINT
PAINT
PAINT
PAINT
PAINT
PAINT
1
2
3
4
5
6
7
8
9
10
11
12
13
DESCRIPTION
FLUSH BOLTS, TOP AND BOTTOM
LOCKSET - KEYED EXT./THUMBTURN INT.
PASSAGE SET (H.C. REQ.TS. FOR W.C.
LATCH SET
PANIC HARDWARE - EXITING DEVICE "BAR"
CLOSER - SURFACE MOUNTED, HEAVY DUTY
PUSH / PULL
KICK PLATE - INSIDE FACE OF DOOR
PICTOGRAM W/R WIGN
THRESHOLD
WEATHER STRIPPING
ELECTRIC OPERATOR (BY TENANTS)
DOOR OPERATOR
ITEM NO.
14
15
16
17
18
19
20
21
22
23
24
25
26
DOOR TYPES
1/2" = 1'-0"
Comments
N/A
1
1x
GREY HATCH DENOTES
SPANDREL GLAZING
2
CLEAR LOW E GLAZING
This drawing, as an instrument of service, is provided by and is the property of Turner Fleisher Architects Inc. The
contractor must verify and accept responsibility for all dimensions and conditions on site and must notify Turner
Fleischer Architects Inc. of any variations from the supplied information. This drawing is not to be scaled. The
architect is not responsible for the accuracy of survey, structural, mechanical, electrical, etc., information shown
on this drawing. Refer to the appropriate consultant's drawings before proceeding with the work. Construction
must conform to all applicable codes and requirements of authorities having jurisdiction. The contractor working
from drawings not specifically marked 'For Construction' must assume full responsibility and bear costs for any
corrections or damages resulting from his work.
BLANK EXTERIOR FACE
BLANK EXTERIOR FACE
BLANK EXTERIOR FACE
BLANK EXTERIOR FACE
BLANK EXTERIOR FACE
BLANK EXTERIOR FACE
BLANK EXTERIOR FACE
DESCRIPTION
KEYED THUMBTURN
THUMBTURN ONLY
AS SUPPLIED BY MFR.
DETEX ALARM
DOOR SWEEP
DOCK SEAL
MOTORIZED OPERATION
PEEP HOLE
H.C. OPENER
HEAVY DUTY BUTT HINGES
EXIT DEVICE, C/W NON-LOCKING LATCH
KEYED CYLINDER
DOOR PULL w/ PRY PLATE
WELDED: WRAP AROUND
FRAME (TYPICAL) REFER TO
SPECS.
WELDED: WRAP AROUND
FRAME (TYPICAL)
REFER TO SPECS.
CORNER
BEAD
TYPE 1:
REINFORCE JAMB WITH
WOOD BLOCKING
2
1
#
TYPE 2:
17/02/22
17/02/07
DATE
ISSUED FOR TENDER
ISSUED FOR REVIEW
DESCRIPTION
TYPE 3:
37' - 5"
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
WELDED: WRAP
AROUND FRAME
(TYPICAL)
REFER TO SPECS.
9 1/4"
ALUMINUM FRAMING
ALUMINUM FRAME
PROJECT
DOUBLE GLAZED
WINDOW
3' - 8"
1 5/8"
TYPE 4: 1 1/2 HOUR FIRE RATED
T/O GLAZING
10' - 0"
TYPE 5:
WESTWIND CENTRE
TYPE 6:
3' - 0"
SPRUCEGROVE, ALBERTA
DRAWING
BENT STEEL
PLATE
DOOR SCHEDULE
N/A
7' - 0"
6' - 4"
13' - 0"
13' - 8"
PROJECT NO.
14.178
PROJECT DATE
2017-01-03
DOUBLE STUD JAMB
PRESSED AND INSULATED
STEEL FRAME
8"
FFE (647.35)
0"
8"
1
EQ
Material
ALUMINUM
ALUMINUM
ALUMINUM
ALUMINUM
ALUMINUM
ALUMINUM
ALUMINUM
HOLLOW METAL
HOLLOW METAL
HOLLOW METAL
HOLLOW METAL
HOLLOW METAL
HOLLOW METAL
HOLLOW METAL
HOLLOW METAL
HARDWARE SCHEDULE
ITEM NO.
EQ
 Lesmill Road Toronto  Canada  
Telephone() -
turnerfleischer.com
10' - 11"
6' - 4"
20' - 2"
DRAWN BY
LW
CHECKED BY
CLIP-IN STUD ANCHOR
NA
SCALE
4
SOUTH WINDOW ELEVATION 1-2
1/4" = 1'-0"
TYPE 7:
2
DOOR FRAME TYPES
12" = 1'-0"
TYPE 8:
As indicated
DRAWING NO.
A8.1
LW
LW
BY
4
5
GREY HATCH DENOTES
SPANDREL GLAZING
CLEAR LOW E GLAZING
6
6
7
8
GREY HATCH DENOTES
SPANDREL GLAZING
CLEAR LOW E GLAZING
CLEAR LOW E GLAZING
TURN ER FLEISC HER
T URNER FLEISCHER ARCHITECTS INC.
1' - 5 7/8"
18' - 0 1/8"
1' - 5 7/8" 3' - 7 1/4"
3' - 7 1/4"
3' - 7 3/4"
1' - 0"
3' - 6 3/4"
18' - 9 1/8"
3' - 7 1/4"
3' - 9"
6"
3' - 9"
3' - 9 1/2"
9 1/8"
8 7/8"
3' - 8 1/2"
3' - 9"
9 1/8"
8 7/8"
6"
EQ
EQ
EQ
EQ
6"6"
EQ
EQ
EQ
EQ
EQ
1 1/4"
3' - 0"
This drawing, as an instrument of service, is provided by and is the property of Turner Fleisher Architects Inc. The
contractor must verify and accept responsibility for all dimensions and conditions on site and must notify Turner
Fleischer Architects Inc. of any variations from the supplied information. This drawing is not to be scaled. The
architect is not responsible for the accuracy of survey, structural, mechanical, electrical, etc., information shown
on this drawing. Refer to the appropriate consultant's drawings before proceeding with the work. Construction
must conform to all applicable codes and requirements of authorities having jurisdiction. The contractor working
from drawings not specifically marked 'For Construction' must assume full responsibility and bear costs for any
corrections or damages resulting from his work.
9 1/8"
7' - 8 1/8"
3' - 2"
7' - 1 7/8"
6"6"
8' - 1 1/2"
3' - 2"
7' - 0"
8"
8"
7' - 0"
6' - 4"
10' - 0"
7' - 0"
7' - 0"
8"
Level(647.35)
FFE
14
0"
1' - 5 7/8"
 Lesmill Road Toronto  Canada  
Telephone() -
turnerfleischer.com
1 1/4"
18' - 7 3/4"
9' - 4"
3' - 0"
6' - 4"
9' - 4"
8"
10' - 0"
EQ
1' - 0"
T/O GLAZING
10' - 0"
T/O GLAZING
10' - 0"
FFE (647.35)
0"
18' - 8 7/8"
8' - 1 1/2"
3' - 2"
7' - 11 1/2"
8' - 8 1/8"
3' - 2"
7' - 4 7/8"
8 7/8"
7' - 5 1/2"
CLEAR LOW E GLAZING
2
SOUTH WINDOW ELEVATION 4-6
1
1/4" = 1'-0"
2
2x
3
8 3/4"
18' - 9 1/4"
8 3/4"
3' - 9"
3' - 9"
3' - 9 1/2"
1' - 0"
3' - 8 1/2"
3' - 9"
6"6"
D C
4
GREY HATCH DENOTES
SPANDREL GLAZING
CLEAR LOW E GLAZING
SOUTH WINDOW ELEVATION 6-8
1/4" = 1'-0"
CLEAR LOW E GLAZING
CLEAR LOW E GLAZING
17' - 11 7/8"
3' - 7 1/8"
3' - 7 1/8"
3' - 7 5/8"
1' - 6 1/8"
3' - 6 5/8"
18' - 9"
3' - 7 1/8" 1' - 6 1/8"
EQ
EQ
EQ
EQ
9"
8' - 3 5/8"
3' - 0"
7' - 11 5/8"
8' - 4"
3' - 0"
SOUTH WINDOW ELEVATION 2-4
1/4" = 1'-0"
7' - 1 7/8"
1' - 6 1/8"
4
8"
6' - 4"
9' - 4"
3' - 0"
8 3/4"
8"
7' - 0"
FFE (647.35)
0"
8"
7' - 0"
6' - 4"
10' - 0"
9' - 4"
8"
10' - 0"
EAST WINDOW ELEVATION
1/4" = 1'-0"
CLEAR LOW E GLAZING
GREY HATCH DENOTES
SPANDREL GLAZING
Bx
C D
#
5' - 3"
EQ
DESCRIPTION
1 3/4"
14' - 2 3/4"
EQ
DATE
EQ
3' - 8"
5' - 3"
T/O GLAZING
10' - 0"
PROJECT
3' - 0"
13' - 0"
WESTWIND CENTRE
13' - 8"
SPRUCEGROVE, ALBERTA
FFE (647.35)
0"
8"
6' - 4"
DRAWING
8"
3
EQ
9"
T/O GLAZING
10' - 0"
3' - 0"
T/O GLAZING
10' - 0"
FFE (647.35)
0"
Bx
GLAZING SCHEDULE
PROJECT NO.
14.178
PROJECT DATE
2017-01-03
5
WEST WINDOW ELEVATION
1/4" = 1'-0"
DRAWN BY
LW
CHECKED BY
NA
SCALE
1/4" = 1'-0"
DRAWING NO.
A8.2
BY
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