Transcript
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 WALL@ SOUTH WALL 2 1/2" = 1'-0"
SECTION THROUGH CONCRETE PANEL/ CANOPY/ GLAZING WALL BASE BRICK WALL@ 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 WALL@ MID PARAPET 1/2" = 1'-0"
CONCRETE PIER AND PILE. REFER TO STRUCTURAL DWGS
2
SECTION THROUGH BRICK WALL@ 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/ DOOR@ 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/ GLAZING@ 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
