Sheridan College | Faculty of Applied Science & Technology CONTRACTOR IS TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DRAWINGS ARE NOT TO BE SCALED. CONTRACT DOCUMENTS ARE THE COPYRIGHT OF THE CONSULTANTS AND SHALL NOT BE USED OR REPRODUCED WITHOUT AUTHORIZATION. DOCUMENTS ARE TO BE RETURNED UPON COMPLETION OF THE PROJECT.
Revision Schedule No.
Description
Date
PROPOSED 1 STOREY 3 BAY FIRE STATION NINTH LINE, MISSISSAUGA, ONTARIO OWNER: CITY OF MISSISSAUGA CONSULTANT: RB DESIGNS PROJECT LOCATION: NINTH LINE, MISSISSAUGA, ONTARIO LIST OF CONSULTANTS LANDSCAPE CONSULTANT: 7050 Weston Road, Suite 230 Woodbridge, Ontario L4L 8G7 T: 905.761.5588 F: 905.761.5589
Seals:
CIVIL CONSULTANT: Address: 240- 545 King St W Toronto, ON M5V 1M1 Phone: (647) 328-2448 Email: info@novaservices.ca
STRUCTURAL CONSULTANT: Address: 100 Matheson Blvd East Suite 201, Mississauga ON L4Z 2G7 Phone: (905) 840-0530 MEP CONSULTANT: Address: 2359 Royal Windsor Drive, Suite 201, Mississauga, ON L5J 4S9 Office Phone: (905) 855-3010 Mobile Phone: (905) 465-5581
Sheet List Sheet Number A000 A001 A002 A100 A101 A102 A103 A200 A201 A300 A400 A401 A500 A501 A600 A601 A602
Sheet Name
Sheet Issue Date
KEY PLAN
Drawn By
WORKING DRAWING SET April 2022 RD AND BS WALL TYPES, LEGENDS, April 2022 RD AND BS AND NOTES LIFE SAFETY FLOOR PLAN April 2022 RD AND BS SITE PLAN April 2022 RD AND BS GROUND FLOOR PLAN April 2022 RD AND BS REFLECTED CEILING PLAN April 2022 RD AND BS ROOF PLAN April 2022 RD AND BS NORTH AND SOUTH April 2022 RD AND BS ELEVATIONS WEST AND EAST April 2022 RD AND BS ELEVATIONS BUILDING SECTIONS April 2022 RD AND BS WALL SECTIONS April 2022 RD AND BS STAIR PLANS AND April 2022 RD AND BS SECTIONS PLAN DETAILS April 2022 RD AND BS SECTION DETAILS April 2022 RD AND BS DOOR SCHEDULE April 2022 RD AND BS DOOR ELEVATIONS AND April 2022 RD AND BS FRAME DETAILS ROOM FINISH SCHEDULE April 2022 RD AND BS
Checked By
1 : 75
Client:
SL SL
CITY OF MISSISSAUGA
SL SL SL SL SL SL
Project:
SL SL SL SL SL SL SL SL SL
MISSISSAUGA FIRE STATION 151 NINTH LINE MISSISSAUGA, ONTARIO
Project No.:
0001 Sheet Title:
WORKING DRAWING SET Drawn By:
RD AND BS Checked By:
SL Scale:
1 : 75 H:\Sheridan College Architectural Technology Term 4\Architectural Studio 4\STUDIO 4 RD & BS MP PHASE 2.rvt
Revision No.:
Date:
April 2022 Sheet No.:
A000
REFLECTED CEILING PLAN LEGEND
1. TOILET CLEAR SPACE
GYPSUM BOARD CEILING
1500
ITEM
SYMBOL
WALL TAG
WALL TYPES
90 MM BLACK STONE 50 MM AIR SPACE 89 MM RIGID INSULATION (R-VALUE 21.7) 10 MIL AIR BARRIER 16 MM GYPSUM SHEATHING 152 MM STEEL STUDS SPACED @610MM O.C. W/ BATT INSULATION BETWEEN STUDS 6 MIL POLY VAPOUR BARRIER 13 MM GYPSUM WALL BOARD
STORM LINE
900 2. SINK CLEAR SPACE
1500
W1
SANITARY LINE
600MM X 600MM SUPPLY AIR DIFFUSER
FIRE DEPARTMENT CONNECTION LINE
100MM X 1200MM LED DECORATIVE LIGHTING FIXTURE
GAS LINE
600MM DIA. ROUND LIGHTING FIXTURE
EXTERIOR WALL: METAL STUDS W/ ALUMINIUM COMPOSITE PANELS
HYDRO ELECTRICITY LINE
20 MM ALUMINIUM COMPOSITE PANELS 50 MM AIR SPACE 89 MM RIGID INSULATION (R-VALUE 21.7) 10 MIL AIR BARRIER 16 MM GYPSUM SHEATHING 152 MM STEEL STUDS SPACED @610MM O.C. W/ BATT INSULATION BETWEEN STUDS 6 MIL POLY VAPOUR BARRIER 13 MM GYPSUM WALL BOARD
W2
900
600MM X 1200MM TROFFER LIGHT
300MM X 1200MM GENERAL LIGHTING FIXTURE
SP
1525
C----mm A.F.F
CATCH BASIN
FIRE ROUTE DIRECTION ARROW
EXTERIOR WALL: CMU W/ BLACK STONE
300MM DIA. SPEAKER SPRINKLER HEAD
3. SHOWER CLEAR SPACE
CEILING TAG
FIRE TRUCK DIRECTORY ARROW TO APPARATUS BAY ENTRANCE
90 MM BLACK STONE 50 MM AIR SPACE 89 MM RIGID INSULATION (R-VALUE 21.7) 10 MIL AIR BARRIER 16 MM GYPSUM SHEATHING 200MM CONCRETE MASONRY UNITS
W3
CEILING MOUNTED EXIT SIGN
920
CEILING MOUNTED DOUBLE EMERGENCY LIGHT W/ BATTERY PACK
CATCH BASIN SLOPE ARROW
RCP LEGEND
1830
INTERIOR WALL: LOADBEARING WALL (NO GWB) W4
FLAG POLE
4. CHANGING TABLE CLEAR SPACE
200MM CONCRETE MASONRY UNITS
BIKE RACK INTERIOR WALL: FINISHED LOADBEARING WALL
1 : 50 SIAMESE CONNECTOR
13 MM GYPSUM WALL BOARD 25 MM STEEL FURRING CHANNEL 200 MM CONCRETE MASONRY UNITS 25 MM STEEL FURRING CHANNEL 13 MM GYPSUM WALL BOARD
W5
900
ROOM FINISH SCHEDULE ABBREVIATIONS
5. WHEELCHAIR TURNING CIRCLE
ø 2240
PT-1 PT-2 PT-3 ACT EXP SLD POLY-E
PAINT FINISH GWB CEILING PAINT PAINT ACOUSTICAL CEILING TILE EXPOSED STRUCTURE SEALED POLYURETHANE FLOORING
CONC
CONCRETE
ROOM FINISH SCHEDULE ABBREV. 1 : 50
FIRE HYDRANT
INTERIOR WALL: STANDARD INTERIOR WALL
TRENCH DRAIN W6
13 MM GYPSUM WALL BOARD 92 MM STEEL STUDS SPACED @610MM O.C. 13 MM GYPSUM WALL BOARD
LAMP POST
INTERIOR WALL: PLUMBING WALL CITY LIGHT POST
1 : 50
ITEM
SYMBOL
ENTRANCE/EXIT
SIAMESE CONNECTOR
Description
Date
CATCH BASIN AND DRAINAGE LAYOUT NOTES INTERIOR WALL: 1.5 HOUR FIRE SEPARATION
- ALL CATCH BASINS ARE AT 2% SLOPE
2 LAYERS OF 16 MM SHEETROCK FIRECODE GYPSUM PANELS 25 MM STEEL FURRING CHANNELS 200 MM CONCRETE MASONRY UNITS
W9
DRAINAGE LAYOUT: - TRENCH SLOPES TOWARDS CATCH BASIN 1 IN THE NORTH PARKING LOT.
DOOR SCHEDULE ABBREV.
- CATCH BASIN 2 (AT THE SECOND ROAD ENTRANCE) IS SLOPED TOWARDS CATCH BASIN 1.
1 : 50
- CATCH BASIN 2 IS SLOPED TO CATCH BASIN 3 IN THE EAST PARKING LOT.
FOUNDATION WALL W10
50MM RIGID INSULATION 350 MM POURED CONCRETE FOUNDATION WALL 50MM RIGID INSULATION
- THE CATCH BASINS IN THE NORTH WILL DRAIN TO THE SOUTH WHICH WILL HAVE 3 PIPES LEADING INTO THE STORMWATER MANAGEMENT POND IN ORDER TO GET THE WATER OFF OF THE SITE
FOUNDATION WALL 50MM RIGID INSULATION 200 MM POURED CONCRETE FOUNDATION WALL 50MM RIGID INSULATION
W11
Seals:
CATCH BASIN AND DRAINAGE LAYOUT NOTES 1 : 50
FIRE HOSE CABINET
No.
16mm SHEETROCK FIRECODE CORE GYPSUM PANELS 92MM STEEL STUDS SPACED @610MM O.C. 16MM SHEETROCK FIRECODE CORE GYPSUM PANELS
PATH OF TRAVEL LINE FIRE EXIT SIGN
Revision Schedule
INTERIOR WALL: 1 HOUR FIRE SEPARATION
1 : 50
- CATCH BASIN 5 AT THE BACK OF THE APPARATUS BAY IS SLOPED TOWARDS CATCH BASIN 4 IN THE SOUTH PARKING LOT.
FIRE LIFE SAFETY LEGEND
CONTRACT DOCUMENTS ARE THE COPYRIGHT OF THE CONSULTANTS AND SHALL NOT BE USED OR REPRODUCED WITHOUT AUTHORIZATION. DOCUMENTS ARE TO BE RETURNED UPON COMPLETION OF THE PROJECT.
SITE PLAN LEGEND
DOOR SCHEDULE ABBREVIATIONS AL ALUMINUM PNT PAINT STL STEEL HM HOLLOW METAL
CONTRACTOR IS TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DRAWINGS ARE NOT TO BE SCALED.
13 MM GYPSUM WALL BOARD 190 MM STEEL STUDS 13 MM GYPSUM WALL BOARD
W7
W8
UNIVERSAL WASHROOM NOTES
WALL COMPONENTS EXTERIOR WALL: METAL STUDS W/ BLACK STONE
WATER MANAGEMENT LINE
600MM X 1200MM ACOUSTICAL CEILING TILE 600MM X 600MM RETURN AIR GRILLE
Sheridan College | Faculty of Applied Science & Technology
WALL LEGEND
SITE PLAN LEGEND
UNIVERSAL WASHROOM NOTES
CURTAIN WALL GLAZED WALL 57 MM ALUMINUM MULLION DOUBLE GLAZING BETWEEN MULLIONS
W12
SC FLOOR TYPE LEGEND
1.5 HOUR FIRE SEPARATION
F1 - APPARATUS BAY FLOOR 200MM POURED CONCRETE SLAB ON GRADE 6MIL POLY VAPOUR BARRIER 50MM RIGID INSULATION 150MM GRANULAR FILL NOTE: FLOOR FINISHES ARE DISPLAYED IN ROOM FINISH SCHEDULE SEE SHEET A602
1 HOUR FIRE SEPARATION
AODA BARRIER FREE WASHROOM
WALL LEGEND
ROOF TYPE LEGEND
2 LAYERS OF 75MM RIGID INSULATION 16MM DEN'S DECK 75MM METAL DECK ON OWSJ'S BELOW
200MM POURED CONCRETE SLAB ON GRADE 6MIL POLY VAPOUR BARRIER 50MM RIGID INSULATION 150MM GRANULAR FILL NOTE: FLOOR FINISHES ARE DISPLAYED IN ROOM FINISH SCHEDULE SEE SHEET A602
DOUBLE EMERGENCY LIGHT W/ BATTERY PACK
SITE FLOOR TYPE LEGEND LIFE SAFETY NOTES
SF1 - SIDEWALK
1 : 50
200MM POURED CONCRETE SLAB ON GRADE
NOTE: FOR MORE INFO OF ROOF ASSEMBLY SEE STEEL STUD PARAPET DETAIL ON SHEET A501.
1 : 50
NON-THERMALLY BROKEN CURTAIN WALL SYSTEM
M3
C1 - GYPSUM BOARD ON METAL FURRING 25mm METAL FURRING CHANNEL 16mm GYPSUM WALL BOARD
200MM POURED ASPHALT NOTE: TO BE SLOPED AT STREET ENTRANCE.
C2 - ACOUSTICAL CEILING TILE
SF3 - DRIVEWAY
ALUMINUM COMPOSITE PANELS
25mm METAL FURRING CHANNEL 20mm ACOUSTICAL CEILING TILE
300MM POURED CAST-IN-PLACE CONCRETE M4
NOTE: TO BE SLOPED AT STREET ENTRANCE.
THERMALLY BROKEN CURTAIN WALL SYSTEM
Revision No.:
Sheet Title:
WALL TYPES, LEGENDS, AND NOTES
Drawn By:
RD AND BS Checked By:
SL
MATERIAL LEGEND
FLOOR LEGEND
CEILING LEGEND
1 : 50
1 : 50
1 : 50
H:\Sheridan College Architectural Technology Term 4\Architectural Studio 4\STUDIO 4 RD & BS MP PHASE 2.rvt
NINTH LINE MISSISSAUGA, ONTARIO
Project No.:
CEILING TYPE LEGEND
SF2 - ASPHALT PAVEMENT
M2
MISSISSAUGA FIRE STATION 151
0001
MATERIAL TYPE LEGEND BLACK STONE VENEER
Project:
ROOF LEGEND
NOTE: TO BE SLOPED AT CERTAIN POINTS FOR BARRIER FREE ACCESSIBILITY.
M1
CITY OF MISSISSAUGA
R1 - TYPICAL ROOF ASSEMBLY
F2 - CREW AREA FLOOR ANNUNCIATOR PANEL
Client:
1 : 50
Scale:
1 : 50
Date:
April 2022 Sheet No.:
A001
-
BUNKER GEAR ROOM
26.65 m
APPARATUS BAY EXIT FRONT ENTRANCE
20 sec
Construction North
SC
SPRINKLER ROOM
GEAR WASHER /DRYER/LAUNDRY ROOM
22.33 m
4
CAPTAIN ROOM 2
1
17 sec
CAPTAIN ROOM 1
2 9.01 m
DAYROOM LOUNGE
Group F3 - Low Hazard Industrial Occupancies
5 3
11 sec MATERIAL STORAGE
25.57 m
AODA UNIVERSAL WASHROOM
00
5 ø1
14.64 m
Group D - Business and Personal Services Occupancies
CAPTAIN ROOM 3
PUBLIC VESTIBULE
7 sec FIRE CALL PRINTER
LINEN STORAGE 1
True North
Major Occupancies
UNIVERSAL WASHROOM
MECHANICAL ROOM
Sheridan College | Faculty of Applied Science & Technology
---
26.39 m
20 sec
EXIT LINEN STORAGE 2
50
ø1 LINEN STORAGE 3
CLEAR WIDTH OF 1600mm
19 sec
0
LINEN STORAGE 4
JANITOR ROOM (HOT SIDE)
DAYROOM KITCHEN
DORM 3
DORM 2 SHOP
DORM 1
18.63 m 14.63 m
11 sec
STORAGE (HOT SIDE)
16.66 m
12 sec
14 sec
13 sec
---
CLEAR WIDTH OF 1600mm
APPARATUS BAY LOCKER ROOM
WASHROOMS AND SHOWERS
19.34 m
14 sec
12.56 m
CONTRACT DOCUMENTS ARE THE COPYRIGHT OF THE CONSULTANTS AND SHALL NOT BE USED OR REPRODUCED WITHOUT AUTHORIZATION. DOCUMENTS ARE TO BE RETURNED UPON COMPLETION OF THE PROJECT.
DAYROOM DINING
WORKSTATIONS
9 sec
STORAGE 1
Revision Schedule No.
HOSE TOWER
24.71 m
26.28 m
20 sec
ø
EXIT
JANITOR ROOM
STORAGE 2
0 50 ø1
EXIT
CLEAR WIDTH OF 1600mm
UNIVERSAL WASHROOM NOTES STAFF VESTIBULE
1. TOILET CLEAR SPACE
1500
STORAGE 4
COMPRESSOR ROOM
LIFE SAFETY FLOOR PLAN
ELECTRICAL ROOM
GYM
15 sec
900
19.97 m
1 : 100
2. SINK CLEAR SPACE
1500
900
PATH OF TRAVEL SCHEDULE
BUNKER GEAR ROOM APPARATUS BAY FRONT 128 ENTRANCE 129 COMPRESSOR ROOM APPARATUS BAY BACK 121 ENTRANCE 123 DAYROOM DINING 107 STAFF VESTIBULE 114 DAYROOM LOUNGE 105 STAFF VESTIBULE 114 DAYROOM LOUNGE 105 PUBLIC VESTIBULE 100 DAYROOM LOUNGE 105 PUBLIC VESTIBULE 100 GEAR WASHER APPARATUS BAY FRONT /DRYER/LAUNDRY ROOM ENTRANCE 129 127 GYM 118 STAFF VESTIBULE 114 JANITOR ROOM (HOT APPARATUS BAY FRONT SIDE) 133 ENTRANCE 129 LOCKER ROOM 119 STAFF VESTIBULE 114 MECHANICAL ROOM 131 APPARATUS BAY FRONT ENTRANCE 129 SHOP 126 APPARATUS BAY BACK ENTRANCE 123 STORAGE (HOT SIDE) APPARATUS BAY BACK 125 ENTRANCE 123 WASHROOMS AND SHOWERS 120 WASHROOMS AND STAFF VESTIBULE 114 SHOWERS 120 WORKSTATIONS 110 STAFF VESTIBULE 114
D:\New version\Semester 4_Architectural technology\Studio 4\STUDIO 4 FINAL SUBMISSION\STUDIO 4 RD & BS MP PHASE FINAL _.rte
3. SHOWER CLEAR SPACE
TIME (SEC)
1525
SPEED (KM/H)
27
19.9 s
4.8 km/h
26
19.6 s
4.8 km/h
17 19 27 26 22
12.9 s 13.9 s 20.2 s 19.1 s 16.7 s
4.8 km/h 4.8 km/h 4.8 km/h 4.8 km/h 4.8 km/h
FIRE LIFE SAFETY LEGEND ITEM
19 9
14.9 s 10.9 s 14.4 s 6.7 s
4.8 km/h 4.8 km/h 4.8 km/h 4.8 km/h
17
12.4 s
4.8 km/h
15
10.9 s
4.8 km/h
26
19.7 s
4.8 km/h
25
18.4 s
4.8 km/h
13
9.4 s
4.8 km/h
SYMBOL
CITY OF MISSISSAUGA
ENTRANCE/EXIT PATH OF TRAVEL LINE
4. CHANGING TABLE CLEAR SPACE
FIRE EXIT SIGN
1830
SC
Project:
MISSISSAUGA FIRE STATION 151
FIRE HOSE CABINET SIAMESE CONNECTOR
20 15
Client:
920
TO ROOM
LENGTH (M)
Seals:
900
FROM ROOM
Date
ACCESS CORRIDOR
00 15
IT ROOM
1
Description
18 sec STORAGE 3
APPARATUS BAY BACK ENTRANCE
17.35 m
CONTRACTOR IS TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DRAWINGS ARE NOT TO BE SCALED.
-
OUTDOOR SPACE
NINTH LINE MISSISSAUGA, ONTARIO
1.5 HOUR FIRE SEPARATION
1 HOUR FIRE SEPARATION
5. WHEELCHAIR TURNING CIRCLE
Project No.:
Revision No.:
0001
AODA BARRIER FREE WASHROOM
ø 2240
ANNUNCIATOR PANEL
Sheet Title:
LIFE SAFETY FLOOR PLAN Drawn By:
DOUBLE EMERGENCY LIGHT W/ BATTERY PACK
RD AND BS Checked By:
SL LIFE SAFETY NOTES
UNIVERSAL WASHROOM NOTES
1 : 50
1 : 50
Scale:
As indicated
Date:
April 2022 Sheet No.:
A002
SAN
Construction North
FDC
FDC
FDC
46° 26' 28"
400
0
400
00 12
ILLUMINATED SIGN PYLON R 1
SOD
CB 193.85
0
20
R 120
00
193.89
R
HYDRO ELECTRICITY LINE
CAST-IN-PLACE CONCRETE
00
TRUCKS OUT
5
6
7
8
9
SOD
APPARATUS BAY FRONT ENTRANCE
3200
10
SOD 00 12 R FLAG POLES
FIRE TRUCK DIRECTORY ARROW TO APPARATUS BAY ENTRANCE
R
400 SOD OUTDOOR SPACE
4510
5160
FFE: 362.5
7156
400
23
17
22
18
21
19
20
Description
Date
00
000
400
200
30
No.
R 12
00 31
Revision Schedule
400
R 12
0
12 32
7100
45° 18' 04"
12
16
VEGETATION
HEAVY DUTY ASPHALT TOPPING
CONTRACT DOCUMENTS ARE THE COPYRIGHT OF THE CONSULTANTS AND SHALL NOT BE USED OR REPRODUCED WITHOUT AUTHORIZATION. DOCUMENTS ARE TO BE RETURNED UPON COMPLETION OF THE PROJECT.
R1
193.93 193.68
194.11
W
S
400
HEAVY DUTY ASPHALT TOPPING GARBAGE ENCLOSURE
E
400
149.47 m
0 00
R
CAST-IN-PLACE CONCRETE CB 33 193.58
R1
26
00 12
R
200
SOD
194.05
45° 26' 44"
00
LAMP POST
27
145.75 m
12
193.40
EV PARKING
R
TRENCH DRAIN
14
R
12
28
N
0 00
EV CHARGER
13
400
SOD
R
CITY LIGHT POST
CAST-IN-PLACE CONCRETE WALKWAY AROUND PERIMETER OF THE BUILDING
STAFF ENTRANCE
CB 193.80
400
FIRE HYDRANT
TRUCKS IN
EV PARKING
APPARATUS BAY BACK ENTRANCE
29
CONTRACTOR IS TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DRAWINGS ARE NOT TO BE SCALED.
24
400 CHURCHILL MEADOWS COMMUNITY CENTRE & SPORTS PARK
CONCRETE PAD MOUNTED ELECTRICAL TRANSFORMER
CB 193.74 25
193.50
SIAMESE CONNECTOR
12
CAST-IN-PLACE CONCRETE
FLAG POLE
2975
68465
0 20
R1
15
BUILDING AREA: 1340m 2
4489
7100
PROPOSED 1 STOREY 3 BAY FIRE STATION
BIKE RACK
13051
200
SIAMESE CONNECTOR
CATCH BASIN SLOPE ARROW
27.32 m
193.93
00 12
R1
BIKE RACK 23710
W
000
PRIMARY ENTRANCE
FIRE ROUTE DIRECTION ARROW
46° 26' 35"
R 12
11
R HEAVY DUTY ASPHALT TOPPING 12 00
FIRE ROUTE
12
CATCH BASIN
4
CB 193.75
R
400
3
S
400
0
00 12
2 7100
GAS LINE
29083
1
R 1200
FIRE DEPARTMENT CONNECTION LINE
4456
400
193.95
R
193.80
00
W
193.83
12 0
"
TRENCH DRAIN
SANITARY LINE
12
121.69 m
FIRE HYDRANT
STORM LINE
R
E
G
4157
N
0
50° 50' 21
R
12
00
H R
3.25 m
WATER MANAGEMENT LINE
0 00
12
H
2000
R
3953
G
0 00
400
SYMBOL
400
H
N
ITEM
G
H
2000
NINTH LINE
G
True North
SAN
FDC
SITE PLAN LEGEND
Sheridan College | Faculty of Applied Science & Technology
MAYLA DR.
BURDETTE TERRACE
RESIDENTIAL AREA
SITE PLAN LEGEND
192.50
193.25
1 : 50
Seals:
90114
193.88
CATCH BASIN AND DRAINAGE LAYOUT NOTES - ALL CATCH BASINS ARE AT 2% SLOPE 192.09
DRAINAGE LAYOUT: - TRENCH SLOPES TOWARDS CATCH BASIN 1 IN THE NORTH PARKING LOT.
Client:
- CATCH BASIN 2 (AT THE SECOND ROAD ENTRANCE) IS SLOPED TOWARDS CATCH BASIN 1.
STORMWATER MANAGEMENT POND
192.80
CITY OF MISSISSAUGA
- CATCH BASIN 2 IS SLOPED TO CATCH BASIN 3 IN THE EAST PARKING LOT. 192.34
- CATCH BASIN 5 AT THE BACK OF THE APPARATUS BAY IS SLOPED TOWARDS CATCH BASIN 4 IN THE SOUTH PARKING LOT.
Project:
- THE CATCH BASINS IN THE NORTH WILL DRAIN TO THE SOUTH WHICH WILL HAVE 3 PIPES LEADING INTO THE STORMWATER MANAGEMENT POND IN ORDER TO GET THE WATER OFF OF THE SITE
193.67 193.93 192.05
MISSISSAUGA FIRE STATION 151 NINTH LINE MISSISSAUGA, ONTARIO
192.67
4510
DECIDUOUS CONIFER TREES AROUND PERIMETER OF SITE
CATCH BASIN AND DRAINAGE LAYOUT NOTES 1 : 50 4843
Project No.:
Revision No.:
0001 Sheet Title: S
SITE PLAN 1
46° 14' 51"
W
SITE PLAN
149.68 m
1 : 375 HIGHWAY 407
Drawn By:
RD AND BS Checked By:
SL Scale:
As indicated H:\Sheridan College Architectural Technology Term 4\Architectural Studio 4\STUDIO 4 RD & BS MP PHASE 2.rvt
Date:
April 2022 Sheet No.:
A100
Sheridan College | Faculty of Applied Science & Technology
Construction North
True North
1A300 ---
120C
120D
120E
1708
1708
1708
W6
W6 903 122H
1504
2424 W12
W6
3246 W6 ACCESS CORRIDOR
2050
2288
E
W6
3628
3207 4963 3807
3254 1156
29126
2220
363
8233 3380
8108
W12
DAYROOM DINING
1590
8339 W6
W2
Dx
Dx W12
1461
W2
13
112
1
Seals:
A500 W2
12
113 W6 1080
1150
117
W6
W6
1521
550
214
402
R/O
E STAFF
VESTIBULE 114B
W6IT
1030
2200
ROOM
2256
R/O
WN2 2941
R/O Ey
2500 936
660 2669 2669 W6
JANITOR ROOM
2A300 ---
R/O
STORAGE 2
850 799 1150 W6
4800
11852
1866 173
167
R/O 111
115
2022 277
850
109
R/O
W6
W8
GYM
3548
930
R/O
R/O
ELECTRICAL ROOM
W5
850
STORAGE 1
1218 850
W12
9315
W6
119D
STORAGE 4
118
107
W6
1159 R/O STORAGE 1735 3
2502
R/O W5
1814
928 850
W6
W7
2007
2007 1866 667
2321 4219
W6 379 1150 837 119A
W6
W6
1924
121
6
2669 W6
W6
W6
R/O
W9
2389
116
W2
W8 4272
114A
W2
Client:
Ey
G 25
G
25
553
1150
3515
4200
R/O 4478
1550
4200
1550
4200
R/O
R/O
R/O
5765
5700
5721
721
25
4137
6300
W12 598
R/O 3501
1900
4588
25
2115
2200
R/O
7321
25
402
R/O 6751
25
W12
W2
Date
4490
1150
OUTDOOR SPACE
W5
WORKSTATIONS
6616
R/O
108
R/O
W6
Description
1200 200
2568
690
489 850
94
119B
6901
2206
W6
No.
By
1859
1150
130 W6 650 1150
0 W6
1126
Revision Schedule B
25
120K 1150
DAYROOM KITCHEN
W6
W6 2201
CONTRACT DOCUMENTS ARE THE COPYRIGHT OF THE CONSULTANTS AND SHALL NOT BE USED OR REPRODUCED WITHOUT AUTHORIZATION. DOCUMENTS ARE TO BE RETURNED UPON COMPLETION OF THE PROJECT.
W5
By DORM 3
LOCKER ROOM
R/O
R/O
5132
120H 3761150
105
900
120G 1150
W2
1150
3515
120F
119C
W6
W12
W12
R/O
2213
R/O
CONTRACTOR IS TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DRAWINGS ARE NOT TO BE SCALED.
1663
W6
1768
1186
1193
1673
D
1338
1030
1311
8339
W6
LINEN STORAGE 4
W6
W6
W6
Ax
102
W6
1126
W6
W6
W7
1311
COMPRESSOR ROOM
3816
2201
1200
2569
W6
1311
W9
1387
1655
DORM 1
R/O
122F
W1
A
324
486 1030
R/O
104
W6
R/O
W12
1500
122E
W12
1834 25 401
Ex
400
R/O
Bx
2669
1243
2119 2201
W6
W9
1079 159 1150
R/O
W6
W6
W6
W6
1559
1150
W6
1126
W6
Dz
815
W6
W6
628
W6
R/O W6
W6
1752
5.1
122D
123
120B
16839
7300
CAPTAIN ROOM WN1 3
2565
2.1
1150
1150
W6
W6 3103
1768
4
R/O
Ex 25
123
1663
2347
APPARATUS BAY W4BACK ENTRANCE 4381
2311
1054
W6
1625
LINEN STORAGE 3
103
1054
2565
W4
1150
10
W5
1764
CW Dz
R/O
614
R/O
WN1
101
CW
W6
W6
1699
100B
R/O
2201
130 1150 7152
W6
A401
W6
4295
R/O
Dy
W5
1433
SHOWERS
234
1573
4381
3179
HOSE TOWER
4236
1000
UP
CW
R/O
1080 1000
8769
124A
120A
R/O
3991
W2
WN1
DORM 2
1542
W6 WASHROOMS 1658 AND
4410
A500
R/O R/O
R/O
25
1035
DAYROOM LOUNGE
W5
R/O
1625
137
3152
1150
PUBLIC VESTIBULE
LINEN STORAGE 2
W6
120J
1030
W6
W4
1000 280 1000
W6
377 294 100A 255 2150 255
W6 1150 463
3105
R/O
1059
Dy
2.1
1629
2910
1768 1150
4476
1318
2640
125
W6
2232
W8
W8
APPARATUS BAY
1150
2
W9
W6
LINEN STORAGE 1
Bx
1431
R/O
1629
126
4476
6104
W1
3841
133
W6
1921
W6
JANITOR ROOM W8 (HOT SIDE)
4568
2500
1150
25 372
W6
STORAGE (HOT SIDE)
D
R/O
CW
136
1648
W6
1434
1079
135 R/O
122G 1670
MATERIAL STORAGE
132
1150
W9
W9
W9
1030
C
1479
R/O
WN1
CAPTAIN ROOM 2 1065
W2
W2
2134
1482 1785
SHOP
2812
29126
C
25235
W1
W6
629
W7
UNIVERSAL WASHROOM
W8
W8
WN1
4316
A401
R/O
R/O
1248 520
R/O
R/O
2573
1
W8
FIRE 131 CALL PRINTER
2165 R/O
CAPTAIN ROOM WN1 1
3466
3264
1040
4790
5534
W1
W2
3264
130 MECHANICAL ROOM
W6
1030 467 1030
B
1000 280 1000
W2
Ax
1800
R/O
4189
1761
1618
3547
3614
W1
R/O
372 25
3639
W1
127
837
W1
7
862
GEAR WASHER /DRYER/LAUNDRY ROOM
1150
25
Ay
1030 492
R/O Ay
38
W2
SPRINKLER ROOM
1030
700
R/O
R/O
1865
2963
5.1
1150
4481
128
W6
2660 577
8378
APPARATUS BAY 129 FRONT ENTRANCE
122C
2832
25 4481
4531
8189
R/O
25 507
784
4941
25
R/O
BUNKER GEAR ROOM
W1
1000 280 1000
2326
122B
6166
2288
122A
25
3007
14
1150
R/O
W1 A
1150 513
13
2200
600
11
3744
2512
R/O
4200
3341
1550
1550
R/O
4200
10
7321
4367
1550
1934
1489
4200
7288
9
2669
9218
5700
2019
25
5765
8
7
2656
4478
5
1469
4000
4
1646
3
1976
2
2332
1
865
7100
587
Project:
MISSISSAUGA FIRE STATION 151 NINTH LINE MISSISSAUGA, ONTARIO
R/O
4741
CITY OF MISSISSAUGA
8578
Project No.:
Revision No.:
0001 1
2
3
4
5
6
8
9
11
12 14
Sheet Title:
GROUND FLOOR PLAN Drawn By:
RD AND BS GROUND FLOOR PLAN 1
Checked By:
1 : 100
SL Scale:
1 : 100 D:\New version\Semester 4_Architectural technology\Studio 4\STUDIO 4 FINAL SUBMISSION\STUDIO 4 RD & BS MP PHASE FINAL _.rte
Date:
April 2022 Sheet No.:
A101
Sheridan College | Faculty of Applied Science & Technology
1
2
3
4
5
8
7
---
9
10
11
13
14 Construction North
4000
4478
5765
5700
7288
1934
7321
BUNKER GEAR ROOM
3744
3007
4941
True North
8378
CANOPY STRUCTURE
128
A
A C2 5000 mm A.F.F. SP
C1
129
SP
4531
1462 PUBLIC VESTIBULE
5.1
SPRINKLER ROOM
C1
100
3300 mm A.F.F.
5476
C1
3300 mm A.F.F.
1364 3207
APPARATUS BAY FRONT ENTRANCE
SP
3300 mm A.F.F.
Ax
7
Ax
3000
2985
140
494
SP
SP
3300 mm A.F.F.
103
2042
4700
C2
794
SP
3000
3000 mm A.F.F.
2.1
3000
C1
Ex
3000
E
3300 mm A.F.F.
3000
STORAGE 3
SP
1991
6
123
118
C2
4300
E
STAFF VESTIBULE
SP
114
SP 1444
C1 3300 mm A.F.F. Ey
1138
IT ROOM
SP 897
986
SP
Ey 2300
3300 mm A.F.F.
A401
C2
3300 mm A.F.F.
C1
C2 3300 mm A.F.F.
117
1830 2487
GYM
13
3000
3300 mm A.F.F.1095
5443
Dx
112
STORAGE 4
986
1
SP
2487
3841
APPARATUS BAY BACK ENTRANCE
JANITOR ROOM
113
SP
Ex
SP
3300 mm A.F.F.
330
Dz
108
Dx
12
C2
872
Dz
OUTDOOR SPACE
SP
5.1 C1
Date
4490
119
STORAGE 2 111
1800
826
Description
107
632
829
5400
3300 mm A.F.F.
109
2042
2001
892
1079
1079
1079
1079
870
SP
3374
No.
DAYROOM DINING
110
C1
3300 mm A.F.F.
LOCKER ROOM
Revision Schedule
WORKSTATIONS
STORAGE 1
124
C1
1587
3000 SP
106
2
CONTRACT DOCUMENTS ARE THE COPYRIGHT OF THE CONSULTANTS AND SHALL NOT BE USED OR REPRODUCED WITHOUT AUTHORIZATION. DOCUMENTS ARE TO BE RETURNED UPON COMPLETION OF THE PROJECT.
A300
3800 mm A.F.F.
1200
3000
D
3000
C1
1194
SP
3300 mm A.F.F. 597
3000
571
3374
3300 mm A.F.F.
HOSE TOWER
DAYROOM KITCHEN
104
471 717
1278
637
570
629
1272
SP
C1 Dy
610
1272
120
SP 5000 mm A.F.F.
DORM 3
C1
1384
SP
841
1272
585
1272
2.1
C2
Dy
8769
3300 mm A.F.F.
137
363 WASHROOMS AND SHOWERS
STORAGE (HOT SIDE) 125
DORM 2
C1
5440
29126
SP
1477
By
8233
3300 mm A.F.F.
2856
792
3807
2817
4426
4439
C1
2500
2812
29126
5000 mm A.F.F.
SP
5400
2834
DORM 1
C2
Bx
141
CONTRACTOR IS TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DRAWINGS ARE NOT TO BE SCALED.
By
C2 3300 mm A.F.F.
D
B
1608
142
LINEN STORAGE 4
SP
C SP
4300
750
750 3000
LINEN STORAGE 3
139
3000
5534
Bx
133
C
ACCESS CORRIDOR
138
JANITOR ROOM (HOT SIDE)
122
LINEN STORAGE 2
3000
1608
LINEN STORAGE 1
SP
132
3300 mm A.F.F. SP
3000 10
MATERIAL STORAGE
C2 APPARATUS BAY
102
3000
1886
EXPOSED STRUCTURE IN APPARATUS BAY 126
101
4300
C1 3300 mm A.F.F.
SHOP
SP
136
135
134
B
SP
3700 mm A.F.F.
3734
5000 mm A.F.F.
UNIVERSAL WASHROOM
1543
3300 mm A.F.F.
C1
CAPTAIN ROOM 3
1587
FIRE CALL PRINTER
C2
105
SP
3000
127
CAPTAIN ROOM 1
SP
CAPTAIN ROOM 2
4300
C2
1620
DAYROOM LOUNGE
4963
SP
SP
1805
2209
SP
131
1915
2209
SP
1926
4239
3639
GEAR WASHER /DRYER/LAUNDRY ROOM
3300 mm A.F.F.
MECHANICAL ROOM
1045
Ay
C1 4500 mm A.F.F.
4439
Ay
C1
SP
2209
C2 3300 mm A.F.F.
750
130
Seals:
EXPOSED STRUCTURE
115
G
G ELECTRICAL ROOM COMPRESSOR ROOM
C2
121
4000
4478
5765
5700
116
3500 mm A.F.F.
5721
EXPOSED STRUCTURE
3501
7321
6751
4741
REFLECTED CEILING PLAN LEGEND
8578
GYPSUM BOARD CEILING 600MM X 1200MM ACOUSTICAL CEILING TILE
Client:
CITY OF MISSISSAUGA
600MM X 600MM RETURN AIR GRILLE 1
2
3
4
5
6
8
9
11
12
14 600MM X 600MM SUPPLY AIR DIFFUSER
100MM X 1200MM LED DECORATIVE LIGHTING FIXTURE
REFLECTED CEILING PLAN 1 1 : 100
Project:
MISSISSAUGA FIRE STATION 151 NINTH LINE MISSISSAUGA, ONTARIO
600MM DIA. ROUND LIGHTING FIXTURE 600MM X 1200MM TROFFER LIGHT
300MM X 1200MM GENERAL LIGHTING FIXTURE
CEILING TYPE LEGEND C1 - GYPSUM BOARD ON METAL FURRING 25mm METAL FURRING CHANNEL 16mm GYPSUM WALL BOARD C2 - ACOUSTICAL CEILING TILE
SP
300MM DIA. SPEAKER SPRINKLER HEAD
C----mm A.F.F
CEILING TAG
Project No.:
0001 Sheet Title:
REFLECTED CEILING PLAN
CEILING MOUNTED EXIT SIGN
25mm METAL FURRING CHANNEL 20mm ACOUSTICAL CEILING TILE
CEILING MOUNTED DOUBLE EMERGENCY LIGHT W/ BATTERY PACK
Drawn By:
RD AND BS Checked By:
CEILING LEGEND 1 : 50
H:\Sheridan College Architectural Technology Term 4\Architectural Studio 4\STUDIO 4 RD & BS MP PHASE 2.rvt
Revision No.:
SL
RCP LEGEND 1 : 50
Scale:
As indicated
Date:
April 2022 Sheet No.:
A102
1
2
3
4
5
7
8
9
10
11
13
Sheridan College | Faculty of Applied Science & Technology
Construction North
True North
14
1 A300
GUTTER AND DOWNSPOUTS TO DRAIN WATER OFF OF CANOPY A
2%
1%
A
2%
7
1%
1% ROOF TYPE: R1
1%
1%
2%
2%
1%
1%
Bx By
5188 By
2%
D
A300
1% GUTTER AND DOWNSPOUTS TO GET RAINWATER OFF OF ROOF.
2%
2%
1%
2%
2%
2%
2%
CANOPY OVER OIUTDOOR SPACE
Dy
2%
Dy
2%
2%
2%
1%
2%
1%
1%
1%
1% 2%
2.1
2%
2%
1%
1%
LOW ROOF
2%
2%
1%
2%
10900
2%
1%
2
2%
2%
Date
4785
1%
2%
Description
2%
2%
No.
2%
2%
1%
2%
1%
Bx
1%
1%
2%
2% 2%
2%
1%
1%
2%
2%
1%
HIGH ROOF
10
C
D
Revision Schedule
B
2%
C
CONTRACTOR IS TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DRAWINGS ARE NOT TO BE SCALED. CONTRACT DOCUMENTS ARE THE COPYRIGHT OF THE CONSULTANTS AND SHALL NOT BE USED OR REPRODUCED WITHOUT AUTHORIZATION. DOCUMENTS ARE TO BE RETURNED UPON COMPLETION OF THE PROJECT.
2%
2%
1%
2% 1%
1%
1% 2%
1%
1%
TYP. ROOF DRAIN
HIGH ROOF
B
Ax
1%
2% 2%
TYP. SOLAR PANEL
Ay
Ax
1%
1% 2%
1%
Ay
5.1
2%
2%
1%
1%
1%
2%
1%
3%
ROOF TYPE: R1 CANOPY OVER PUBLIC ENTRANCE
2%
3%
2% 1%
ROOF TYPE: R1
2%
2% 2%
2%
Dx
13
Seals:
12
2%
2%
E
Ex
2%
1
1%
1%
1%
Ey
1%
1%
Client: Ey
CITY OF MISSISSAUGA
2%
2%
A401
1%
2%
TYP. SKYLIGHT
2%
2.1
1%
2%
4%
6
1%
1%
1%
2%
4%
2%
1%
Dz
Ex
1%
5.1
Dz
1%
2%
2%
1%
Dx
2%
2%
1%
2%
2%
2%
2%
2%
HOSE TOWER ROOF
TYP. SOLARIUM SKYLIGHT
G
G
Project:
MISSISSAUGA FIRE STATION 151 NINTH LINE MISSISSAUGA, ONTARIO
Project No.: 1
2
3
4
5
6
8
9
11
12
Revision No.:
0001
14
Sheet Title:
ROOF PLAN ROOF PLAN 1 1 : 100
Drawn By:
RD AND BS Checked By:
SL Scale:
1 : 100 H:\Sheridan College Architectural Technology Term 4\Architectural Studio 4\STUDIO 4 RD & BS MP PHASE 2.rvt
Date:
April 2022 Sheet No.:
A103
Sheridan College | Faculty of Applied Science & Technology
MATERIAL TYPE LEGEND M1
BLACK STONE VENEER
M2
NON-THERMALLY BROKEN CURTAIN WALL SYSTEM
M3
ALUMINUM COMPOSITE PANELS
M4
THERMALLY BROKEN CURTAIN WALL SYSTEM
MATERIAL LEGEND 1 : 50 13
12
11
10
9
8
7
6
5.1
5
4
2.1
3
2
1
14 1A300 ---
1 A401
T.O. HOSE TOWER
10900
3900
MECHANICAL UNIT LOCATION 124B
1725
FLAG POLES
U/S OF METAL DECK (GROUND FLOOR)
4500
CONTRACT DOCUMENTS ARE THE COPYRIGHT OF THE CONSULTANTS AND SHALL NOT BE USED OR REPRODUCED WITHOUT AUTHORIZATION. DOCUMENTS ARE TO BE RETURNED UPON COMPLETION OF THE PROJECT.
4200
122B
122A
762
GROUND FLOOR (T.O. CONCRETE)
150
FINISHED GRADE
0
T.O OF FOOTING
-1600
Description
Date
150
150
5200
Revision Schedule
129
2450
WN1
2182
WN1
915
100A
1300
WN1
2400
WN1
U/S OF METAL DECK (DAYROOM)
392
850
4156
WN1
7000
No.
CW 122C
WN1
1258
5125 2845
900
10900 4350
CW
W12
2028
710
W12
1050
700
1394
1800
M3
U/S OF METAL DECK (APPARATUS BAY)
CONTRACTOR IS TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DRAWINGS ARE NOT TO BE SCALED.
SIAMESE CONNECTOR
M2
M4
M1
NORTH ELEVATION 1 1 : 100 1
2
3
2.1
4
5
5.1
6
7
8
9
10
11
12
13
14
Seals:
1A300 ---
1 A401
T.O. HOSE TOWER
10900
U/S OF METAL DECK (APPARATUS BAY)
7000
ROOF ACCESS LADDER 3900
MECHANICAL UNIT LOCATION
122F
W12
114A
5200
U/S OF METAL DECK (GROUND FLOOR)
4500
W12
GROUND FLOOR (T.O. CONCRETE)
150
FINISHED GRADE
0
900
900
2200
W12
2495
122E
2450
122D
U/S OF METAL DECK (DAYROOM)
Project:
MISSISSAUGA FIRE STATION 151 NINTH LINE MISSISSAUGA, ONTARIO
2550
123 4200
2155
1610
800
700
W12
10900
4350
CITY OF MISSISSAUGA
ROOF ACCESS LADDER
1400
1800
1175
FLAG POLES
Client:
Project No.:
Revision No.:
0001 Sheet Title:
150
150
NORTH AND SOUTH ELEVATIONS M1
M4
M3
T.O OF FOOTING
-1600
Drawn By:
RD AND BS Checked By:
SL SOUTH ELEVATION 2 1 : 100 H:\Sheridan College Architectural Technology Term 4\Architectural Studio 4\STUDIO 4 RD & BS MP PHASE 2.rvt
Scale:
As indicated
Date:
April 2022 Sheet No.:
A200
Sheridan College | Faculty of Applied Science & Technology
MATERIAL TYPE LEGEND M1
BLACK STONE VENEER
M2
NON-THERMALLY BROKEN CURTAIN WALL SYSTEM
M3
ALUMINUM COMPOSITE PANELS
M4
THERMALLY BROKEN CURTAIN WALL SYSTEM
MATERIAL LEGEND 1 : 50
A
Ax
Ay
B
Bx
By
C
D
Dy
Dx
Dz
E
Ex
Ey
G
2 A300
10900
1930
T.O. HOSE TOWER
7000
1800 CW
U/S OF METAL DECK (APPARATUS BAY) U/S OF METAL DECK (DAYROOM)
5200
700
3900
CONTRACTOR IS TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DRAWINGS ARE NOT TO BE SCALED.
U/S OF METAL DECK (GROUND FLOOR)
4500
10900
6826
10900
8420
700
1800
899
3900
ROOF ACCESS LADDER
Revision Schedule
4350
No. GROUND FLOOR (T.O. CONCRETE)
150
FINISHED GRADE
0
T.O OF FOOTING
-1600
Description
Date
150
150
550
4350
W12
CONTRACT DOCUMENTS ARE THE COPYRIGHT OF THE CONSULTANTS AND SHALL NOT BE USED OR REPRODUCED WITHOUT AUTHORIZATION. DOCUMENTS ARE TO BE RETURNED UPON COMPLETION OF THE PROJECT.
M1
M3
M2 WEST ELEVATION 2 1 : 100 G
Ey
Ex
E
Dz
Dx
Dy
D
C
By
Bx
B
Ay
Ax
A
2
Seals:
A300
ROOF ACCESS LADDER
10900
3900
3900
T.O. HOSE TOWER
MECHANICAL UNIT LOCATION
Client: 7000
U/S OF METAL DECK (DAYROOM)
5200
CITY OF MISSISSAUGA Project:
4500
10900 3250
930
900
2980
4350
2810 1300
108
MISSISSAUGA FIRE STATION 151 NINTH LINE MISSISSAUGA, ONTARIO
GROUND FLOOR (T.O. CONCRETE)
150
FINISHED GRADE
0
Project No.:
Revision No.:
0001 Sheet Title:
150
150
950
W12
U/S OF METAL DECK (APPARATUS BAY)
U/S OF METAL DECK (GROUND FLOOR)
700
W12
1400
746
W12
M3 WN2
150
W12
470 1130
700 4350
10900
1800
224
W12
1114
1800
3115
1401
M1
T.O OF FOOTING
-1600
WEST AND EAST ELEVATIONS
M2
Drawn By:
RD AND BS Checked By:
SL
EAST ELEVATION 1 1 : 100
Scale:
As indicated H:\Sheridan College Architectural Technology Term 4\Architectural Studio 4\STUDIO 4 RD & BS MP PHASE 2.rvt
Date:
April 2022 Sheet No.:
A201
Ex
E
Dx
D
C
By
Bx
B
Ay
Ax
Sheridan College | Faculty of Applied Science & Technology
G
A
T.O. HOSE TOWER
10900
U/S OF METAL DECK (APPARATUS BAY)
7000
U/S OF METAL DECK (DAYROOM)
5200
U/S OF METAL DECK (GROUND FLOOR)
4500
GROUND FLOOR (T.O. CONCRETE)
150
FINISHED GRADE
0
2A300 ---
1
W2 W2
W5
W6
W6
W6
PUBLIC VESTIBULE
ACCESS CORRIDOR
118
103
119C
122G
W6
900
W10
W6
DORM 2
LOCKER ROOM
3300
GYM
W6
W6
W6
4500
W12
2552
898
700
A400
100B
100A
W10
CONTRACTOR IS TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DRAWINGS ARE NOT TO BE SCALED. CONTRACT DOCUMENTS ARE THE COPYRIGHT OF THE CONSULTANTS AND SHALL NOT BE USED OR REPRODUCED WITHOUT AUTHORIZATION. DOCUMENTS ARE TO BE RETURNED UPON COMPLETION OF THE PROJECT.
W10 T.O OF FOOTING
-1600
450mm x 450mm POURED CONCRETE PIER
Revision Schedule No.
1200mm x 1200mm x 450mm POURED CONCRETE PAD FOOTING
Description
Date
BUILDING SECTION N-S 1 1 : 75
11
2
3
4
5
5.1
6
7
8
A300 ---
9
10
11
12
13 14
T.O. HOSE TOWER
10900
Seals:
2 A400
WN3
500
WN3
W12
WN3
WN3
APPARATUS BAY
W6
LIGHTING FIXTURES AT THE APPARATUS BAY
W6
DORM 1
W9 3300
5000
SHOP
W5
122C
W6
126
W6
W6 W6 W6
137
W2
650
122B
122A
DORM 3
W6
W6
W6
W6
ACCESS CORRIDOR
103
OUTDOOR SPACE
108
W6
W10
W10
W10
W10
W10
U/S OF METAL DECK (DAYROOM)
5200
U/S OF METAL DECK (GROUND FLOOR)
4500
GROUND FLOOR (T.O. CONCRETE)
150
FINISHED GRADE
0
W10
W10
T.O OF FOOTING
-1600
Client:
CITY OF MISSISSAUGA
W6
DORM 2
3150
W1
1600
W12
7000
W1
W10
W10
W10
3450
W3
W1
U/S OF METAL DECK (APPARATUS BAY)
Project:
MISSISSAUGA FIRE STATION 151 NINTH LINE MISSISSAUGA, ONTARIO
W10
Project No.:
Revision No.:
0001 Sheet Title:
BUILDING SECTIONS Drawn By:
RD AND BS Checked By: BUILDING SECTION W-E
SL
2 1 : 100
Scale:
As indicated D:\New version\Semester 4_Architectural technology\Studio 4\STUDIO 4 FINAL SUBMISSION\STUDIO 4 RD & BS MP PHASE FINAL _.rte
Date:
April 2022 Sheet No.:
A300
Sheridan College | Faculty of Applied Science & Technology
TYPICAL ROOF CONSTRUCTION 75MM GRAVEL BALLAST FILTER FABRIC 2 LAYERS OF 75MM RIGID INSULATION EPDM ROOF MEMBRANE 16MM DEN'S DECK 75MM STEEL DECK ON OWSJ'S WITH GYPSUM WALL BOARD CEILING BELOW
839
2
U/S OF METAL DECK (APPARATUS BAY)
7000
TYPICAL ROOF CONSTRUCTION: - 75mm GRAVEL BALLAST - FILTER FABRIC - 2 LAYERS OF 75mm RIGID INSULATION - EPDM ROOF MEMBRANE - 16mm DEN'S DECK - 75mm STEEL ROOF DECK ON OWSJ'S W/ GYPSUM WALL BOARD CEILING BELOW
1 A501
G
CONTRACTOR IS TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DRAWINGS ARE NOT TO BE SCALED.
EXTERIOR WALL: BLACK STONE VENEER 90MM BLACK STONE VENEER 50MM AIR SPACE 89 MM RIGID INSULATION ON AIR BARRIER 16MM GYPSUM SHEATHING 38 X 152 STEEL STUDS SPACED @600MM O.C. C/W BATT INSULATION 6 MIL POLY VAPOUR BARRIER 13MM GYPSUM WALL BOARD 818
CONTRACT DOCUMENTS ARE THE COPYRIGHT OF THE CONSULTANTS AND SHALL NOT BE USED OR REPRODUCED WITHOUT AUTHORIZATION. DOCUMENTS ARE TO BE RETURNED UPON COMPLETION OF THE PROJECT.
Revision Schedule No.
Description
Date
6848
4500
U/S OF METAL DECK (GROUND FLOOR)
SHOP
3450
126
GYM
OUTSIDE
INSIDE
OUTSIDE
118
INSIDE
EXTERIOR WALL: ALUMINUM COMPOSITE PANELS - 25mm ALUMINUM COMPOSITE PANELS - 50mm AIR SPACE - 89mm RIGID INSULATION - 10mil AIR BARRIER - 16mm GYPSUM SHEATHING - 38 x 152mm STEEL STUDS SPACED @600mm O.C. c/w BATT INSULATION - 6mil POLY VAPOUR BARRIER - 13mm GYPSUM WALL BOARD
TYPICAL APPARATUS BAY FLOOR CONSTRUCTION 200MM CONCRETE SLAB ON GRADE 50MM RIGID INSULATION 10 MIL POLY VAPOUR BARRIER 150MM GRANULAR FILL
GROUND FLOOR CONSTRUCTION
900 150
GROUND FLOOR (T.O. CONCRETE)
DRIP EDGE FLASHING
0
Seals:
- 150mm POURED CONCRETE SLAB ON GRADE - 50mm RIGID INSULATION - 6mil POLY VAPOUR BARRIER - 150mm GRANULAR FILL
150
GROUND FLOOR (T.O. CONCRETE)
0
FINISHED GRADE
Client:
FINISHED GRADE
CITY OF MISSISSAUGA FOUNDATION WALL: - 50mm RIGID INSULATION - 350mm POURED CONCRETE FOUNDATION WALL - 50mm RIGID INSULATION
Project:
2
MISSISSAUGA FIRE STATION 151 NINTH LINE MISSISSAUGA, ONTARIO
A501
Project No.:
0001
FOUNDATION WALL: - 50mm RIGID INSULATION - 350mm POURED CONCRETE FOUNDATION WALL - 50mm RIGID INSULATION
Sheet Title:
WALL SECTIONS Drawn By:
RD AND BS WALL SECTION A 1
WALL SECTION B 2
1 : 25
Checked By:
SL
1 : 25
Scale:
1 : 25 H:\Sheridan College Architectural Technology Term 4\Architectural Studio 4\STUDIO 4 RD & BS MP PHASE 2.rvt
Revision No.:
Date:
April 2022 Sheet No.:
A400
Dx
Dz
2.1
3
Sheridan College | Faculty of Applied Science & Technology
Dy
2
2 A401
1 A401 Construction North
True North
GUARDRAIL 10900
T.O. HOSE TOWER
10900
T.O. HOSE TOWER
HO
SE
M
50
4136
HO
SE
FO R
H
WE R
M
OS
3318
TO
PL AT
FO R
M
N
RU
PLATFORM WIDTH - 1050
OW ET
PL AT
R
50
4368 - CLEAR DIMENSION BETWEEN WALLS
WE R
AI ST
4236 - CLEAR DIMENSION BETWEEN WALLS
ER
R FO AT PL
TO
WALL FACE 1823
LANDING
1000
2545 - LANDING
124B
5200
1485
U/S OF METAL DECK (DAYROOM)
METAL PANEL STAIR
U/S OF METAL DECK (GROUND FLOOR)
5200
TURN HANDRAIL AT THE PLATFORM
TURN HANDRAIL AT PLATFORM
HANDRAIL
K EC L D R) TA LOO E F M OF UND U/SGRO (
00
52
4500
SE
196
TO
WE
RP
0
GROUND FLOOR (T.O. CONCRETE)
150
0
T.O OF FOOTING
-1600
PL
AT
FO
0
LA RP
M OR
E
OW ET OS
LA
TF
OR
M
STAIR R
. T.O R ( TE) O LO RE D F NC UN CO
UN
R FO AT
CONTRACT DOCUMENTS ARE THE COPYRIGHT OF THE CONSULTANTS AND SHALL NOT BE USED OR REPRODUCED WITHOUT AUTHORIZATION. DOCUMENTS ARE TO BE RETURNED UPON COMPLETION OF THE PROJECT.
Revision Schedule
L
P ER OW T E
No.
FIN
ISH
S
HO
CONTRACTOR IS TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DRAWINGS ARE NOT TO BE SCALED.
M
ED
Description
Date
GR A
DE 0
150 T.O
G TIN OO F F
OO
T.
0
OF
FO
OT
ING -16 0
0
00
HOSE TOWER PLATFORM
-1600
T.O OF FOOTING
STAIR SECTION A
0
450
0
GROUND FLOOR (T.O. CONCRETE)
520
TF
-16
3D STAIRS
STAIR SECTION B
1
RM
15
FINISHED GRADE FINISHED GRADE
WE R
OF
ME TA (DA L DE YR CK OO U/S M) OF M (GR E T OU AL ND DE FL CK OO R)
TO
OP RIS EN ER
O
GR
40
124A
SE
H
HO
MITTER STRINGERS AT TRANSITIONS
TY P.
124A POST C- CHANNEL AT THE BASE
HO
UN
HOSE TOWER PLATFORM
C150 X 40 STEEL CHANNEL
MITTER STRINGERS AT TRANSITIONS
U/S
STAIR R
00
TREAD BOLTED TO STRINGERS
C150 X 40 STEEL CHANNEL
0
N U/S
PLATFORM
375
TURN HANDRAIL AT THE PLATFORM
700
RU N
100 O.C SPACING TYP.
P ER
S
HO
45
U/S OF METAL DECK (GROUND FLOOR)
4500
100
M
CK DE ) AL OOM T ME YR OF (DA
HANDRAIL PLATFORM
OR
OW ET
R
TREAD BOLTED TO STRINGERS
TREAD
TF
ST AI
METAL PANEL STAIR
1000
U/S OF METAL DECK (DAYROOM)
O (AP F ME PA TA RA L D TU EC SB K AY )
L
LA
00
6000
T.O. ROOF
100
U/S
M
R
STRINGER
TREAD
RP
70
NOSING
100
WE
R FO AT
AI
C150 X 40 STEEL CHANNEL
1231 STRINGER
7000
TO
ST
7000
U/S OF METAL DECK (APPARATUS BAY)
SE
RU
1000
1000
WALL FACE
U/S OF METAL DECK (APPARATUS BAY)
HO
K EC L D Y) TA S BA E M U OF RAT U/S PPA A (
3
2 1 : 50
1 : 50
Seals:
2.1
2 R @ 196
1486
1300
5 R @ 196
1150
RAILING WITH 100 O.C SPACING
W1 NONMONOLITHIC LANDING
HOSE TOWER
1486
1536
50
W4
50 2
1
1
5 R @ 196
W4
4368
2
3
A401
3
Project No.:
1 A401
A401
STAIR PLANS AND SECTIONS
4568
3
Drawn By:
RD AND BS Checked By:
SL STAIR PLAN AT U/S OF METAL DECK (APPARATUS BAY) 6
STAIR PLAN AT U/S OF METAL DECK (DAYROOM) 5
1 : 50 H:\Sheridan College Architectural Technology Term 4\Architectural Studio 4\STUDIO 4 RD & BS MP PHASE 2.rvt
STAIR PLAN AT GROUND FLOOR PLAN 4
1 : 50
1 : 50
Revision No.:
Sheet Title:
Dz
2
NINTH LINE MISSISSAUGA, ONTARIO
0001
4368 W3
MISSISSAUGA FIRE STATION 151
1445
Dz W4
Project:
124
W4
1423
4636
3268
50
1445
436
1486
1536 50
50
Dx
UP
50
1473
124A
4236
50
CITY OF MISSISSAUGA
A401
1400
1000
W4
1536
373
Dx
4236
5 R @ 196
5128 4 R @ 196
1486
1400
A401
4 R @ 196
50 395 1400
550 1050
200
50
50
1600
1650
50
1000
1000
Dx
2
1000
UP
1000
1423
50
1250
1495
50
50 436
4136
4236
930 Dz
1445
A401
1473
1423
1300
50
W3
50
Client:
Dy 1000
1118 1000 1080 5128 1000
2495
5 R @ 196
2.1
4368
2
DN
GUARDRAIL
1473
Dy
2
RAILING
1400
50
W4
50
124B
Dy
1495
2.1
50 1000
ACCESS TO APPARATUS BAY ROOF
W3
50
R/O - 1000
Scale:
1 : 50
Date:
April 2022 Sheet No.:
A401
Sheridan College | Faculty of Applied Science & Technology
Construction North
True North
Dy
CONTRACTOR IS TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DRAWINGS ARE NOT TO BE SCALED.
14
INTERIOR WALL: LOADBEARING W/ NO GWB 200MM CONCRETE MASONRY UNITS
TYP. STONE TIE
CONTRACT DOCUMENTS ARE THE COPYRIGHT OF THE CONSULTANTS AND SHALL NOT BE USED OR REPRODUCED WITHOUT AUTHORIZATION. DOCUMENTS ARE TO BE RETURNED UPON COMPLETION OF THE PROJECT.
Revision Schedule No.
Description
Date
EXTERIOR WALL: BLACK STONE VENEER
BACKER ROD SEALANT
C-SHAPE SUBGIRT
C-SHAPE SUBGIRT FASTENER
WOOD BLOCKING
SUBGIRT INSTALLATION CLIPS
DOUBLE GLAZED GLASS
TYP. SUBGIRT FASTENER
CURTAIN WALL MULLION
90MM BLACK STONE VENEER 50MM AIR SPACE 90MM RIGID INSULATION ON AIR BARRIER 38 X 152 STEEL STUDS SPACED @400MM O.C. W/ BATT INSULATION 6 MIL POLY VAPOUR BARRIER 13MM GYPSUM WALL BOARD
ATTACHMENT FASTENERS FASTENER OUTSIDE INSIDE
DOUBLE GLAZED GLASS
EXTERIOR WALL: ALUMINUM COMPOSITE PANELS
GYPSUM WALL BOARDCOLUMN COVER SPRAY FOAM INSULATION INSIDE W-SECTION STEEL COLUMN
BACKER ROD
INSIDE
OUTSIDE
C-SHAPE SUBGIRT FASTENER
SEALANT Dx
25MM ALUMINUM COMPOSITE PANELS 50MM AIR SPACE 90MM RIGID INSULATION ON AIR BARRIER 38 X 152 STEEL STUDS SPACED @400MM O.C. W/ BATT INSULATION 6 MIL POLY VAPOUR BARRIER 13MM GYPSUM WALL BOARD
Seals:
16 90 CURTAIN WALL MULLION
WOOD BLOCKING
13
152
2 CURTAIN WALL PLAN DETAIL 2 1 : 10
Client:
CITY OF MISSISSAUGA
410
TYPICAL CORNER PLAN DETAIL 1 : 10
89
C-SHAPE SUBGIRT
14
1
50
Project:
MISSISSAUGA FIRE STATION 151 NINTH LINE MISSISSAUGA, ONTARIO
Project No.:
Revision No.:
0001 Sheet Title:
PLAN DETAILS Drawn By:
RD AND BS Checked By:
SL Scale:
1 : 10 H:\Sheridan College Architectural Technology Term 4\Architectural Studio 4\STUDIO 4 RD & BS MP PHASE 2.rvt
Date:
April 2022 Sheet No.:
A500
Sheridan College | Faculty of Applied Science & Technology
G TYPICAL ROOF CONSTRUCTION:
TAPERED INSULATION WOOD BLOCKING AIR AND VAPOUR BARRIR OVERLAP
75MM GRAVEL BALLAST FILTER FABRIC 2 LAYERS OF 75MM RIGID INSULATION EPDM ROOF MEMBRANE 16MM DEN'S DECK 75MM STEEL DECK ON OWSJ'S WITH GYPSUM WALL BOARD CEILING BELOW
U/S OF METAL DECK (DAYROOM)
5200
WOOD BLOCKING COUNTER FLASHING ALUMINUM FLASHING
CAPILARY BREAK EPDM ROOF MEMBRANE
STEEL STUD PARAPET CONSTRUCTION: - 25mm ALUMINUM COMPOSITE PANELS - 50mm AIR SPACE - 89mm RIGID INSULATION - 10mil AIR BARRIER - 16mm GYPSUM SHEATHING - 38 x 152mm STEEL STUDS SPACED @600mm O.C. c/w BATT INSULATION - EPDM ROOF MEMBRANE - 75mm RIGID INSULATION - PARAPET FLASHING
BASE FLASHING CANT STRIP
U/S OF METAL DECK (GROUND FLOOR)
4500
CONTRACTOR IS TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DRAWINGS ARE NOT TO BE SCALED.
OUTSIDE
CONTRACT DOCUMENTS ARE THE COPYRIGHT OF THE CONSULTANTS AND SHALL NOT BE USED OR REPRODUCED WITHOUT AUTHORIZATION. DOCUMENTS ARE TO BE RETURNED UPON COMPLETION OF THE PROJECT.
INSIDE 600mm x 1200mm TROFFER LIGHTING FIXTURE
Revision Schedule No.
Description
Date
2
EXTERIOR WALL: ALUMINUM COMPOSITE PANELS - 25mm ALUMINUM COMPOSITE PANELS - 50mm AIR SPACE - 89mm RIGID INSULATION - 10mil AIR BARRIER - 16mm GYPSUM SHEATHING - 38 x 152mm STEEL STUDS SPACED @600mm O.C. c/w BATT INSULATION - 6mil POLY VAPOUR BARRIER - 13mm GYPSUM WALL BOARD
EXTERIOR WALL: BLACK STONE VENEER 90MM BLACK STONE VENEER 50MM AIR SPACE 89 MM RIGID INSULATION ON AIR BARRIER 16MM GYPSUM SHEATHING 38 X 152 STEEL STUDS SPACED @600MM O.C. C/W BATT INSULATION 6 MIL POLY VAPOUR BARRIER 13MM GYPSUM WALL BOARD
TYPICAL STEEL STUD PARAPET DETAIL 1 1 : 10
STONE TIE WEEP HOLES
TYPICAL APPARATUS BAY FLOOR CONSTRUCTION 200MM CONCRETE SLAB ON GRADE 50MM RIGID INSULATION 10 MIL POLY VAPOUR BARRIER 150MM GRANULAR FILL
Seals:
THROUGH WALL FLASHING
GROUND FLOOR (T.O. CONCRETE)
150
FINISHED GRADE
0
Client:
CITY OF MISSISSAUGA Project:
FOUNDATION WALL:
MISSISSAUGA FIRE STATION 151 NINTH LINE MISSISSAUGA, ONTARIO
- 50mm RIGID INSULATION - 350mm POURED CONCRETE FOUNDATION WALL - 50mm RIGID INSULATION
Project No.:
Revision No.:
0001 Sheet Title:
SECTION DETAILS Drawn By: FOUNDATION WALL@ EXTERIOR WALL AND GROUND FLOOR INTERSECTION 2 1 : 10
RD AND BS Checked By:
SL Scale:
1 : 10 H:\Sheridan College Architectural Technology Term 4\Architectural Studio 4\STUDIO 4 RD & BS MP PHASE 2.rvt
Date:
April 2022 Sheet No.:
A501
Sheridan College | Faculty of Applied Science & Technology
DOOR HARDWARE SCHEDULE
Yes Yes Yes Yes
Yes Yes
Yes Yes
No No
2200 2200 2200 2200 2200 2100 2955 2100 2100 2200 2100 2100 2100 2200 2110 2100 2075 2200 2200
1050 1050 1050 1050 1050 2100 2170 750 750 1050 750 2100 2100 1050 1000 750 2050 1050 1050
45 45 45 45 45 45 50 45 45 45 45 45 45 45 54 45 50 45 45
HM HM STL STL STL STL AL STL STL STL STL STL STL STL STL STL AL STL STL
PNT PNT PNT PNT PNT PNT AL PNT PNT PNT PNT STL STL PNT PNT PNT AL PNT PNT
INWARD INWARD OUTWARD OUTWARD INWARD INWARD OUTWARD INWARD INWARD INWARD INWARD OUTWARD OUTWARD INWARD INWARD INWARD INWARD INWARD INWARD
BUTT BUTT BUTT BUTT BUTT BUTT BUTT BUTT BUTT BUTT BUTT BUTT BUTT BUTT WRAP BUTT WRAP BUTT BUTT
HM HM STL STL STL STL AL STL STL STL STL STL STL STL STL STL AL STL STL
PNT PNT PNT PNT PNT PNT AL PNT PNT PNT PNT STL STL PNT PNT PNT AL PNT PNT
No No No No No No No No No No No No No No Yes No No No No
45 -
No No No No No No No No No No No Yes No Yes No No Yes No No
No No No No No No No No No No No No No No No No No No No
No No No No No No No No No Yes No Yes No Yes No No Yes No No
No No No No No No No No No No No No No No No No No No No No No No No No Yes No No No No No No No No No No No No No
Yes Yes No No No No No No No No No Yes Yes Yes Yes No Yes No No
Yes No Yes No Yes No Yes No No Yes No Yes No Yes Yes No Yes No Yes No Yes No No No No No Yes No Yes No Yes No No No Yes No Yes No
No No No No No No No No No No No No No No No No No No No No No No Yes Yes Yes Yes No No No No No No Yes No Yes No No No
No No No No No No No No No No No Yes Yes No No No No No No
Yes Yes No No No No Yes No Yes Yes No No No Yes Yes No No No No
No No Yes Yes Yes Yes No No No No No No Yes No No Yes Yes Yes Yes
LOCKER ROOM LOCKER ROOM APPARATUS BAY
2200 850 2100 2200 850 2100 2125 1030 2110
750 750 1000
45 45 54
STL AL STL
PNT PNT PNT
INWARD BUTT INWARD BUTT OUTWARD WRAP
STL STL STL
PNT PNT AL
No No Yes 60
No No No
No No No
No No No
No No No No No No No No No
Yes No Yes No Yes No
No No No
No No No
No No No
No No No
Yes Yes No
WASHROOMS AND SHOWERS WASHROOMS AND SHOWERS WASHROOMS AND SHOWERS WASHROOMS AND SHOWERS WASHROOMS AND SHOWERS WASHROOMS AND SHOWERS WASHROOMS AND SHOWERS ACCESS CORRIDOR
2300 1150 2200
1050
45
AL
PNT
INWARD
BUTT
STL
PNT
No
-
No
No
No
No No No
Yes No
No
No
No
No
No
2300 1150 2200
1050
45
AL
PNT
INWARD
BUTT
STL
PNT
No
-
No
No
No
No No No
Yes No
No
No
No
No
No
2300 1150 2200
1050
45
AL
PNT
INWARD
BUTT
STL
PNT
No
-
No
No
No
No No No
Yes No
No
No
No
No
No
2300 1150 2200
1050
45
AL
PNT
INWARD
BUTT
STL
PNT
No
-
No
No
No
No No No
Yes No
No
No
No
No
No
2300 1150 2200
1050
45
AL
PNT
INWARD
BUTT
STL
PNT
No
-
No
No
No
No No No
Yes No
No
No
No
No
No
2300 1150 2200
1050
45
AL
PNT
INWARD
BUTT
STL
PNT
No
-
No
No
No
No No No
Yes No
No
No
No
No
No
2300 1150 2200
1050
45
AL
PNT
INWARD
BUTT
STL
PNT
No
-
No
No
No
No No No
Yes Yes
No
No
No
No
No
2300 1150 2200
1050
45
AL
PNT
INWARD
BUTT
STL
PNT
No
-
No
No
No
No No No
Yes No
No
Yes
Yes
No
Yes
2300 1150 2200
1050
45
AL
PNT
INWARD
BUTT
STL
PNT
No
-
No
No
No
No No No
Yes No
No
No
No
No
No
2125 1030 2110
1000
54
STL
PNT
INWARD
BUTT
STL
AL
Yes 60
No
No
No
No No No
Yes No
No
No
No
No
No
4200 4200 4200 4200 4200 4200 2125 2125 2450
4200 4200 4200 4200 4200 4200 2110 2110 2350
4200 4200 4200 4200 4200 4200 1000 1000 1050
60 60 60 60 60 60 54 54 45
HM HM HM HM HM HM STL STL HM
PNT PNT PNT PNT PNT PNT STL STL PNT
FOLDING FOLDING FOLDING FOLDING FOLDING FOLDING INWARD INWARD OUTWARD
FOLDING FOLDING FOLDING FOLDING FOLDING FOLDING WRAP WRAP BUTT
STL STL STL STL STL STL STL STL STL
STL STL STL STL STL STL AL AL STL
No No No No No No Yes Yes No
60 60 -
Yes Yes Yes Yes Yes Yes No No Yes
No No No No No No No No No
Yes Yes Yes Yes Yes Yes No No Yes
Yes No Yes No Yes No Yes No Yes No Yes No No No No No No No
No No No No No No No No No
No No No No No No No No No No No No Yes No Yes Yes No No
No Yes No Yes No Yes No Yes No Yes No Yes No No No No Yes Yes
Yes Yes Yes Yes Yes Yes No No Yes
No No No No No No No No No
No No No No No No No No No
2300 1150 2200 2100 1000 2000
1050 900
45 45
HM HM
PNT PNT
INWARD BUTT OUTWARD BUTT
STL STL
STL AL
No No
-
No No
No No
No No
No No No No No No
Yes No No No
Yes No Yes Yes
No Yes
No No
No No
Client:
2300 1150 2200
1050
45
HM
PNT
INWARD
BUTT
STL
AL
No
-
No
No
No
No No No
Yes Yes
No
No
No
No
No
CITY OF MISSISSAUGA
2300 1150 2200 2300 1150 2200
1050 1050
45 45
HM HM
PNT PNT
INWARD INWARD
BUTT BUTT
STL STL
AL AL
No No
-
No No
No No
No No
No No No No No No
Yes No Yes No
No No
No No
No No
No No
No No
Project:
2300 1150 2200
1050
45
HM
PNT
INWARD
BUTT
STL
AL
No
-
No
No
No
No No No
Yes No
No
No
No
No
No
2450 1150 2350
1050
45
HM
PNT
OUTWARD BUTT
STL
STL
No
-
No
Yes
Yes
No No No
Yes No
No
Yes
Yes
No
No
2125 2125 2125 2125
2110 2110 2110 2110
1000 1000 1000 1000
54 54 54 54
STL STL STL STL
STL STL STL STL
INWARD INWARD INWARD INWARD
WRAP WRAP WRAP WRAP
STL STL STL STL
AL AL AL AL
Yes Yes Yes Yes
60 60 60 60
No No No No
No No No No
No No No Yes
No No No No
No No No No
Yes No Yes No Yes No Yes No
No No No No
No No No No
No No No No
No Yes Yes Yes
No No No No
2300 1150 2200
1050
45
HM
PNT
INWARD
BUTT
STL
PNT
No
-
No
No
Yes
Yes Yes Yes
Yes No
No
No
No
Yes
No
CAPTAIN ROOM 2 CAPTAIN ROOM 3 ACCESS CORRIDOR ACCESS CORRIDOR DAYROOM LOUNGE DAYROOM DINING DAYROOM KITCHEN WORKSTATIONS STORAGE 2 JANITOR ROOM STORAGE 3 OUTSIDE STAFF VESTIBULE IT ROOM ELECTRICAL ROOM STORAGE 4 ACCESS CORRIDOR LOCKER ROOM LOCKER ROOM
2300 1150 2300 1150
119 119 120 120
120F 120G 120H 120J 120K 121 122A 122B 122C 122D 122E 122F 122G 122H 123
120 120 120 120 120 120 122
124A 124B
APPARATUS BAY APPARATUS BAY APPARATUS BAY APPARATUS BAY APPARATUS BAY APPARATUS BAY ACCESS CORRIDOR ACCESS CORRIDOR APPARATUS BAY BACK ENTRANCE APPARATUS BAY HOSE TOWER
122 124
125
APPARATUS BAY
122
126 127
APPARATUS BAY APPARATUS BAY
122 122
128
APPARATUS BAY
122
129
129
130 131 132 133
APPARATUS BAY FRONT ENTRANCE APPARATUS BAY APPARATUS BAY APPARATUS BAY APPARATUS BAY
122 122 122 122
135
ACCESS CORRIDOR
142
136 137
ACCESS CORRIDOR DORM 1
122 122 122 122 122 122 142 142 123
142 137
WASHROOMS AND SHOWERS COMPRESSOR ROOM OUTSIDE OUTSIDE OUTSIDE OUTSIDE OUTSIDE OUTSIDE APPARATUS BAY APPARATUS BAY OUTSIDE HOSE TOWER APPARATUS BAY ROOF STORAGE (HOT SIDE) SHOP GEAR WASHER /DRYER/LAUNDRY ROOM BUNKER GEAR ROOM OUTSIDE SPRINKLER ROOM MECHANICAL ROOM MATERIAL STORAGE JANITOR ROOM (HOT SIDE) UNIVERSAL WASHROOM
CAPTAIN ROOM 1 ACCESS CORRIDOR
2300 2300 2300 2300 2300 2200
1150 1150 1150 1150 1150 2200
2200 2200 2300 2200 2200 2200 2300 2125 2200
850 850 1150 850 2200 2200 1150 1030 850
4200 4200 4200 4200 4200 4200 1030 1030 1150
1030 1030 1030 1030
2300 1150 2200 2300 1150 2200
1050 1050
45 45
HM HM
PNT PNT
INWARD INWARD
BUTT BUTT
STL STL
PNT PNT
No No
-
No No
No No
No No
No No No No
No No Yes No No No
Yes No Yes No
No No Yes No
No No
Yes No
PASSAGE
WEATHER STRIP
No No
STOREROOM
DOOR SWEEP
No No
142 142 103 104 142 142 108 109 110 142 142 114 142 142 142 142 118 142 120
120E
DOOR PUSH BAR
DOOR LEVER
Yes Yes Yes Yes Yes Yes
DOOR PULL
DOOR CLOSER
No No
PUSH TO LOCK
Yes No
ACCESS CORRIDOR ACCESS CORRIDOR DORM 2 DORM 3 ACCESS CORRIDOR ACCESS CORRIDOR OUTDOOR SPACE STORAGE 1 WORKSTATIONS ACCESS CORRIDOR ACCESS CORRIDOR STAFF VESTIBULE ACCESS CORRIDOR ACCESS CORRIDOR ACCESS CORRIDOR ACCESS CORRIDOR GYM ACCESS CORRIDOR WASHROOMS AND SHOWERS LOCKER ROOM LOCKER ROOM WASHROOMS AND SHOWERS WASHROOMS AND SHOWERS WASHROOMS AND SHOWERS WASHROOMS AND SHOWERS WASHROOMS AND SHOWERS WASHROOMS AND SHOWERS WASHROOMS AND SHOWERS WASHROOMS AND SHOWERS WASHROOMS AND SHOWERS WASHROOMS AND SHOWERS APPARATUS BAY
120
DOOR OPERATOR
DOOR BELL
Yes No
FIRE RATING
CARD READER
DOOR CONTACT
-
FIRE RATED
No No
FRAME FINISH
AL AL
101 102 103 104 105 107 108 109 111 112 113 114A 114B 115 116 117 118 119A 119B
120D
FRAME MATERIAL
AL AL
FRAME TYPE
OUTWARD BUTT OUTWARD BUTT
SWING
DOOR FINISH
AL AL
ROUGH WIDTH
AL AL
OUTSIDE PUBLIC VESTIBULE
120
LOCKSET FUNCTION
50 50
100 142
120C
ACCESSORIES
2150 2150
PUBLIC VESTIBULE ACCESS CORRIDOR
120B
OPERATION
2325 2325
TO
100A 100B
119C 119D 120A
SECURITY
DOOR MATERIAL
1 : 50
FIRE
THICKNESS
DOOR SCHEDULE ABBREV.
FRAME TYPE
WIDTH
AL ALUMINUM PNT PAINT STL STEEL HM HOLLOW METAL
DOOR TYPE
HEIGHT
DOOR SCHEDULE ABBREVIATIONS
OPENINGS
ROUGH HEIGHT
FROM
FROM: ROOM NUMBER
DOOR NUMBER
DIRECTION
No Yes
COMMENTS
DOOR OPERATOR MUST BE INTERGARTED WITH ACCESS CONTROL
CONTRACTOR IS TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DRAWINGS ARE NOT TO BE SCALED. CONTRACT DOCUMENTS ARE THE COPYRIGHT OF THE CONSULTANTS AND SHALL NOT BE USED OR REPRODUCED WITHOUT AUTHORIZATION. DOCUMENTS ARE TO BE RETURNED UPON COMPLETION OF THE PROJECT.
Revision Schedule No.
Description
Seals:
MISSISSAUGA FIRE STATION 151 NINTH LINE MISSISSAUGA, ONTARIO
Project No.:
Revision No.:
0001 Sheet Title:
THE UNIVERSAL WASHROOM DOORS ARE POWER OPERATED TO COMPLY WITH THE BARRIER FREE STANDARDS
DOOR SCHEDULE Drawn By:
RD AND BS Checked By:
SL Scale:
1 : 50 H:\Sheridan College Architectural Technology Term 4\Architectural Studio 4\STUDIO 4 RD & BS MP PHASE 2.rvt
Date
Date:
April 2022 Sheet No.:
A600
100
100
666
2200
2300
2100
Sheridan College | Faculty of Applied Science & Technology
1052
143
2200
1048
1150
2300
766
896
766
2200
50
2100
2200
50
667
2200
2200
2100
968
143
2300 50
1150
651
100
2200 100
850 100
2200 100
1150
1050
50
50
DOOR 1
1048
1052
750
DOOR 2
50
50
DOOR 3
50
50
1050
DOOR 4
DOOR 5
50
50
1050
50
DOOR 6
1000
4200
100
60
1116
766
1020
28
100
666
660
2000
2100
2350 666
700
50
4200
DOOR 7
1050
50
DOOR 8
50
900
DOOR 9
50
200
60
900
2450
766
616
28
2144
100
1150
100 100 128 100 660 100
1308
930
1077
DOOR 10
CONTRACTOR IS TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DRAWINGS ARE NOT TO BE SCALED. CONTRACT DOCUMENTS ARE THE COPYRIGHT OF THE CONSULTANTS AND SHALL NOT BE USED OR REPRODUCED WITHOUT AUTHORIZATION. DOCUMENTS ARE TO BE RETURNED UPON COMPLETION OF THE PROJECT.
Revision Schedule No.
Description
Date
DOOR ELEVATIONS
129
129
1 : 50
WRAP FRAME PLAN DETAIL
BUTT FRAME PLAN DETAIL
129
129
Seals:
55
16
65
18
18
55
19
35
Client:
WRAP FRAME SECTION DETAIL BUTT FRAME SECTION DETAIL DOOR FRAME DETAILS 1:5
CITY OF MISSISSAUGA Project:
MISSISSAUGA FIRE STATION 151 NINTH LINE MISSISSAUGA, ONTARIO
Project No.:
Revision No.:
0001 Sheet Title:
DOOR ELEVATIONS AND FRAME DETAILS
Drawn By:
RD AND BS Checked By:
SL Scale:
As indicated H:\Sheridan College Architectural Technology Term 4\Architectural Studio 4\STUDIO 4 RD & BS MP PHASE 2.rvt
Date:
April 2022 Sheet No.:
A601
Sheridan College | Faculty of Applied Science & Technology
ROOM FINISH SCHEDULE ROOM FINISH SCHEDULE ABBREVIATIONS PT-1 PT-2 PT-3 ACT EXP SLD POLY-E
PAINT FINISH GWB CEILING PAINT PAINT ACOUSTICAL CEILING TILE EXPOSED STRUCTURE SEALED POLYURETHANE FLOORING
CONC
CONCRETE
ROOM NUMBE R
ROOM NAME
FLOOR FINISH
BASE FINISH
100 101 102 103 104 105 106
PUBLIC VESTIBULE CAPTAIN ROOM 2 CAPTAIN ROOM 3 DORM 2 DORM 3 DAYROOM LOUNGE DAYROOM KITCHEN
CERAMIC CERAMIC CERAMIC CERAMIC CERAMIC CERAMIC CERAMIC
CERAMIC PT-2 CERAMIC PT-2 CERAMIC PT-2 CERAMIC PT-3 CERAMIC PT-2 CERAMIC PT-2 CERAMIC PT-2
PT-2 PT-2 PT-2 PT-3 PT-2 PT-2 PT-2
PT-2 PT-2 PT-2 PT-3 PT-2 PT-2 PT-2
PT-2 PT-2 PT-2 PT-3 PT-2 PT-2 -
PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1
107 109 110 111 112 113 114 115 116 117 118 119 120
DAYROOM DINING STORAGE 1 WORKSTATIONS STORAGE 2 JANITOR ROOM STORAGE 3 STAFF VESTIBULE IT ROOM ELECTRICAL ROOM STORAGE 4 GYM LOCKER ROOM WASHROOMS AND SHOWERS COMPRESSOR ROOM APPARATUS BAY HOSE TOWER APPARATUS BAY BACK ENTRANCE STORAGE (HOT SIDE) SHOP GEAR WASHER /DRYER/LAUNDRY ROOM BUNKER GEAR ROOM APPARATUS BAY FRONT ENTRANCE SPRINKLER ROOM MECHANICAL ROOM MATERIAL STORAGE JANITOR ROOM (HOT SIDE) FIRE CALL PRINTER UNIVERSAL WASHROOM CAPTAIN ROOM 1 DORM 1 LINEN STORAGE 1 LINEN STORAGE 2 LINEN STORAGE 3 LINEN STORAGE 4 ACCESS CORRIDOR
CERAMIC SLD CERAMIC SLD SLD SLD CERAMIC SLD SLD SLD POLY-E CERAMIC CERAMIC
CERAMIC VINYL PT-2 CERAMIC PT-2 RUBBER PT-2 RUBBER RUBBER VINYL PT-2 RUBBER RUBBER RUBBER VINYL PT-3 VINYL PLASTER VINYL MARBLE
PT-2 PT-2 PT-2 PT-2 PT-2 PT-3 PLASTER MARBLE
PT-2 PT-2 PT-2 PT-2 PT-2 PT-3 PLASTER MARBLE
PT-2 PT-2 PT-2 PT-2 PT-2 PT-3 PLASTER MARBLE
PT-1 ACT ACT ACT ACT ACT PT-1 EXP EXP ACT PT-1 PT-1 PT-1
SLD SLD SLD SLD
VINYL RUBBER VINYL VINYL
CONC PLASTER -
PT-2 PLASTER PT-2
PT-2 CONC PT-2
ACT EXP EXP ACT
SLD SLD SLD
RUBBER RUBBER PT-3 RUBBER -
PT-3 -
PT-3 -
PT-3 -
ACT ACT ACT
SLD SLD
RUBBER PLASTER RUBBER PT-2
PLASTER PT-2
PLASTER CONC
PLASTER -
ACT ACT
SLD SLD SLD SLD
RUBBER RUBBER RUBBER RUBBER
PLASTER PLASTER
PLASTER PT-2 PT-2
PLASTER PLASTER
ACT ACT ACT ACT
CERAMIC CERAMIC PT-2 CERAMIC CERAMIC PT-3
PT-2 PT-3
PT-2 PT-3
PT-2 PT-3
PT-1 PT-1
CERAMIC CERAMIC CERAMIC CERAMIC CERAMIC CERAMIC CERAMIC
PT-3 PT-3 PT-3 PT-3 PT-3 PT-3 PT-2
PT-3 PT-3 PT-3 PT-3 PT-3 PT-3 PT-2
PT-3 PT-3 PT-3 PT-3 PT-3 PT-3 PT-2
PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1
WALL WALL WALL FINISH -N FINISH -W FINISH -E
WALL FINISH -S
CEILING FINISH
ROOM FINISH SCHEDULE ABBREV. 1 : 50
121 122 124 123 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142
PT-2 CONC CONC
PLASTER PLASTER
CERAMIC PT-3 CERAMIC PT-3 CERAMIC CERAMIC CERAMIC CERAMIC CERAMIC PT-2
COMMENTS
DAYROOM KITCHEN AND DINING ARE COMBINED
CONTRACTOR IS TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DRAWINGS ARE NOT TO BE SCALED. CONTRACT DOCUMENTS ARE THE COPYRIGHT OF THE CONSULTANTS AND SHALL NOT BE USED OR REPRODUCED WITHOUT AUTHORIZATION. DOCUMENTS ARE TO BE RETURNED UPON COMPLETION OF THE PROJECT.
Revision Schedule No.
Description
Date
Seals:
Client:
CITY OF MISSISSAUGA Project:
MISSISSAUGA FIRE STATION 151 NINTH LINE MISSISSAUGA, ONTARIO
Project No.:
Revision No.:
0001 Sheet Title:
ROOM FINISH SCHEDULE Drawn By:
RD AND BS Checked By:
SL Scale:
1 : 50 H:\Sheridan College Architectural Technology Term 4\Architectural Studio 4\STUDIO 4 RD & BS MP PHASE 2.rvt
Date:
April 2022 Sheet No.:
A602