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APPROXIMATE LOCATION
OF NEW NATURAL GAS
GENERATOR
HIGHVIEW AVE
BIR
CH
MO
UN
T R
OA
D
FIRE PREVENTION OFFICE
351 BIRCHMOUNT RD
APPROXIMATE LOCATION OF
EXISTING GAS CONNECTION
FIRE PREVENTION
OFFICE MUESUM
APPROXIMATE LOCATION OF
EXISTING ELECTRICAL ROOM AT
BASEMENT LEVEL
E-1
OVERALL SITE PLAN, SEQUENCE
OF IMPLEMENTATION, DRAWING
LIST AND SYMBOL LEGEND -
ELECTRICAL
FIRE PREVENTION
EAST COMMAND
1 2017/11/08 Issued For 75% Client Review
WSP Canada Inc.
600 Cochrane Drive, 5th Floor
Markham, ON L3R 5K3
t. 905-475-7270
f. 905-475-5994
wspgroup.ca
2 2018/04/04 Issued For Tender
3 2018/05/31 Issued For Permit
4 2018/05/31 Issued For ESA
5 2018/08/28 Re-issued For Tender
6 2019/01/22 Issued For Tender
ELECTRICAL DRAWING LIST
OVERALL SITE PLAN, SEQUENCE OF IMPLEMENTATION,
DRAWING LIST AND SYMBOL LEGEND - ELECTRICAL
E-1
DRAWING No.
E-3 EXISTING ELECTRICAL ROOM AND NEW WORK GENERATOR
LAYOUT - POWER AND SIGNALS - ELECTRICAL
DESCRIPTION
AS NOTED
SCALE
AS NOTED
ELECTRICAL SINGLE LINE DIAGRAM.E-4
N.T.S.
E-2 PART SITE PLAN AND DETAILS - ELECTRICAL AS NOTED
SITE PLAN
1
E-1
SCALE: N.T.S.
BE RESPONSIBLE TO LOCATE ALL UNDERGROUND
UTILITIES, STRUCTURES AND ETC. PRIOR TO
CONSTRUCTION AND ASSUME ALL LIABILITY FOR
DAMAGE TO THEM DURING THE COURSE OF
CONSTRUCTION. ANY DAMAGE TO THE EXISTING
UTILITIES, STRUCTURES AND ETC. ARE TO BE
DOCUMENTED AND WILL REQUIRE IMMEDIATE
REPAIR. BE RESPONSIBLE FOR ALL COST OF THE
REPAIR.
NOTE:
THE FOLLOWING IS A PROPOSED SEQUENCE IMPLEMENTATION, INTENDED
TO GIVE A DIAGRAMMATIC OVERVIEW OF THE PROPOSED SEQUENCE OF
INSTALLATION FOR THIS PROJECT. BE RESPONSIBLE TO CONFIRM THIS
SEQUENCE, MAKE THE REQUIRED MODIFICATION TO SUIT THE ANOMALIES
OF THIS BUILDING AND COORDINATE THIS WHEN PREPARING THE MASTER
CONSTRUCTION SCHEDULE FOR THE IMPLEMENTATION OF ALL WORK
ASSOCIATED WITH THIS PROJECT.
PROPOSED SEQUENCE OF IMPLEMENTAION
ELECTRICAL1.
1.1
PREPARE SITE TO ACCOMMODATE THE NEW GENERATOR AND
ANCILLARY EQUIPMENT/DEVICES.
INSTALL NEW GENERATOR IN ITS PERMANENT LOCATION AND
PROVIDE FEEDERS AS SHOWN ON THE DRAWINGS.
CONFIRM SITE MEASUREMENTS AND ROUTINGS OF ALL FEEDERS
AND PLACEMENT LOCATIONS OF ALL COMPONENTS PRIOR TO
COMMENCEMENT OF WORK.
1.7
FIRE STOP ALL NEW WALL PENETRATIONS.
WHEN ALL THE ELECTRICAL SERVICES HAVE BEEN INSTALLED,
COMPLETED AND COMMISSIONED:
2.
2.2
COMPLETE AS-BUILTS, O&M MANUALS AND TURN OVER TO
CONSULTANT.
2.3
COMPLETE ALL REMAINING REMEDIAL WORK, INCLUDING PATCHING
WORK, FIRE STOPPING, CEILING INSTALLATIONS, PAINTING, ETC.
UPON COMPLETION OF ELECTRICAL SERVICES.
1.3
1.4
1.5
1.6
PREPARE AND SUBMIT SHOP DRAWINGS FOR NEW GENERATOR
AND TRANSFER SWITCH FOR REVIEW. ORDER EQUIPMENT AND
COORDINATE DELIVERY AND INSTALLATION.
2.1
TEST OPERATION OF NEW GENERATOR AND TRANSFER SWITCH.
REFER TO SPECIFICATION FOR DETAILS.
1.2
WATER SEAL ALL OPENINGS.
PROJECT PROPOSED SEQUENCE OF
IMPLEMENTATION
TEMPORARY GENERATOR NOT REQUIRED FOR POWER SHUTDOWN.
CONTRACTOR IS TO NOTIFY THE CITY OF TORONTO PROJECT MANAGER
10 BUSINESS DAYS PRIOR TO WHEN THE POWER SHUTDOWN WILL BE
REQUIRED. THE CONTRACTOR TO HAVE ALL NECESSARY WORK
PREPARED TO ENSURE THE SHUTDOWN IS NO LONGER THAN 4 HOURS.
ELECTRICAL SYMBOL LIST
DEMOLITION SYMBOLSSYMBOL DESCRIPTION
EXISTING ITEM TO BE RELOCATED. EXTEND EXISTING WIRING IN CONDUIT TO NEW
LOCATION AND CONNECT COMPLETE.
EXISTING ITEM TO BE DELETED. REMOVE ALL EXISTING WIRING, CONDUIT, ETC.
BACK TO ITS SOURCE. MAINTAIN CIRCUIT CONTINUITY DOWNSTREAM.
EXISTING ITEM TO BE REPLACED BY A NEW FIXTURE OR DEVICE AND
RECONNECTED TO EXISTING OR NEW CIRCUIT WHERE SHOWN.
EXISTING ITEM TO BE DISCONNECTED, REMOVED, CLEANED, RE-INSTALLED IN
SAME LOCATION AND RECONNECTED TO EXISTING CIRCUIT.
EXISTING ITEM TO REMAIN AS INSTALLED.
EXISTING ITEM IN RELOCATED POSITION.
EXISTING ITEM IN ITS RE-INSTALLED POSITION.
DESCRIPTIONSYMBOL
SYMBOL DESCRIPTION
POWER SYMBOLS
PP
PP
DUPLEX U-GROUND 15A, 125 VOLT, 2 POLE, 3 WIRE GROUNDING RECEPTACLE
MOUNTED 12" (300 mm) ABOVE FINISHED LEVEL, UNLESS OTHERWISE NOTED.
FLUSH-MOUNTED "EMERGENCY POWER OFF" PUSHBUTTON MOUNTED 3'-6"
(1050mm) ABOVE FINISHED FLOOR LEVEL. "WP" DENOTES WEATHERPROOF.
"CG" DENOTES C/W STI CLEAR GUARD C/W HORN.
FLUSH-MOUNTED PUSHBUTTON MOUNTED 4'-0" (1.2 m) ABOVE FINISHED
FLOOR LEVEL. "WP" DENOTES WEATHERPROOF.
RECESSED OR SURFACE MOUNTED PANELBOARD, "PP" DENOTES POWER
PANEL, "LP" DENOTES LIGHTING AND POWER PANEL, "DP" DENOTES
DISTRIBUTION PANELBOARD.
EPO
WP
DISCONNECT SWITCH (FUSED OR NOT FUSED) WHERE SHOWN ON DRAWINGS OR
REQUIRED BY CODE. "WP" INDICATES WEATHERPROOF TYPE.
WP
CG
SIMILAR TO ABOVE, BUT MOUNTED APPROXIMATELY 3'-6" (1050 mm) ABOVE
FINISHED FLOOR LEVEL OR ABOVE COUNTER.
EMERGENCY BATTERY UNIT COMPLETE WITH DUAL HEAD TYPE LIGHT.
REFER TO SPECIFICATIONS FOR DETAILS.
LIGHTING SYMBOLS
E
DESCRIPTIONSYMBOL
SINGLE LINE DIAGRAM SYMBOLS
AUTOMATIC TRANSFER SWITCH (ATS) WITHOUT MANUAL BYPASS
FIRE ALARM SYMBOLSDESCRIPTIONSYMBOL
FLAME DETECTOR CEILING MOUNTED TYPE.
F
D
END OF LINE RESISTOR FOR FIRE ALARM SYSTEM.
DRY TYPE STEP DOWN TRANSFORMER.
CIRCUIT BREAKER.
AUTOMATIC HEAT DETECTOR, FIXED TEMPERATURE TYPE 200°F (93.3°C) RATED 625ft (58m ) COVERAGE.
FUSE DISCONNECT SWITCH.
LINE OR LOW VOLTAGE CABLE IN CONDUIT.
LINE OR LOW VOLTAGE CABLE IN CONDUIT.
(INLET SIDE)
(DISCHARGE SIDE)
EPO
WP/ CG
2800
1000
1000
NEW NATURAL GAS GENERATOR IN AN
OUTDOOR SKIN-TIGHT ACOUSTICAL
ENCLOSURE, REFER TO SINGLE LINE
FOR GENERATOR DETAILS.
APPROXIMATE LOCATION OF PROTECTIVE
BOLLARD (TYPICAL), PROVIDE MORE BOLLARDS
AS REQUIRED TO SUIT SITE CONDITION AND
GENSET DOORS. REFER TO STRUCTURAL
DRAWINGS FOR MORE INFORMATION. ENSURE
BOLLARD NOT BLOCKING GENSET DOOR SWING.
EPO PROVIDED WITH GENERATOR ENCLOSURE
OUTLINE OF NEW CONCRETE PAD.
REFER TO STRUCTURAL DRAWINGS.
7m
EXISTING MUSEUM FOR FIRE
PREVENTION OFFICE
APPROXIMATE LOCATION OF
EXISTING STORAGE ENCLOSURE.
APPROXIMATE CONDUITS ROUTING AND ENTRY
INTO BUILDING BASEMENT TO ITS ASSOCIATED
EQUIPMENT, REFER TO SINGLE LINE FOR DETAILS.
CONTRACTOR TO COORDINATE AND VERIFY
EXACT ROUTING AND ENTRY LOCATION TO
BASEMENT PRIOR TO START. INCLUDE ALL
ASSOCIATED ACCESSORIES FOR A COMPLETE
INSTALLATION. CONTRACTOR TO PROVIDE NEW
OPENING TO SUIT CONDUITS ENTRY.
CONDUITS WITHIN BUILDING BASEMENT
TO ELECTRICAL EQUIPMENT.
TO ASSOCIATED EQUIPMENT AT BASEMENT,
REFER TO DETAIL 2 OF E-3 AND SINGLE LINE FOR
MORE INFORMATION.
3000
EXISTING
GARAGE
ENCLOSURE
UNDERGROUND CONDUITS TO TRANSITION TO
SURFACE MOUNT ONTO BUILDING EXTERIOR
SURFACE, GOING UP AND RUNNING INTO BUILDING
TO GENERATOR ANNUNCIATOR PANEL AND EPO IN
CAPTAIN OFFICE AT GROUND FLOOR. COORDINATE
AND VERIFY EXACT ROUTING AND ENTRY LOCATION
PRIOR TO START. INCLUDE ALL ASSOCIATED
ACCESSORIES FOR A COMPLETE INSTALLATION.
REFER TO SINGLE LINE FOR DETAILS.
BIRCHMOUNT RD
HIG
H V
IE
W A
VE
.
DOOR DOOR
WINDOW.
W
I
N
D
O
W
.
W
I
N
D
O
W
.
EPO
APPROXIMATE LCOATION OF
GENERATOR ANNUNCIATOR PANEL
AND EPO. CONTRACTOR TO
COORDINATE ON SITE FOR EXACT
LOCATION PRIOR TO START.
APPROXIMATE UNDERGROUND CONDUITS ROUTING,
CONTRACTOR TO COORDINATE AND VERIFY EXACT
ROUTING PRIOR TO START. INCLUDE ALL
ASSOCIATED ACCESSORIES FOR A COMPLETE
INSTALLATION. REFER TO E-2 OF THIS DRAWING
AND SINGLE LINE FOR DETAIL.
CAPTAIN
OFFICE
EXISTING FENCE (TYPICAL)
GENERATOR SHORE POWER PANEL
PROVIDED WITH GENERATOR ENCLOSURE,
REFER TO SINGLE LINE FOR DETAIL.
CLEARANCE TO GENERATOR (TYPICAL)
CONTRACTOR TO PROVIDE NEW
OPENING TO SUIT CONDUITS ENTRY.
APPROXIMATE UNDERGROUND CONDUITS ROUTING,
CONTRACTOR TO COORDINATE AND VERIFY EXACT
ROUTING PRIOR TO START. INCLUDE ALL
ASSOCIATED ACCESSORIES FOR A COMPLETE
INSTALLATION. REFER TO E-2 OF THIS DRAWING
AND SINGLE LINE FOR DETAIL.
23.1m
1-100mmC UNDERGROUND SPARE RPVC CONDUIT
TO TRANSITION TO SURFACE MOUNT ONTO
BUILDING EXTERIOR SURFACE, COMES WITH PULL
STRINGS, STUB UP AT BOTH END AND CAPPED.
GROUND FLOOR OF FIRE
PREVENTION OFFICE
LOCATED AT 351
BIRCHMOUNT RD, TORONTO.
UNDERGROUND CONDUIT FROM GENERATOR CONTROL
PANEL TO TRANSITION TO SURFACE MOUNT ONTO
BUILDING EXTERIOR SURFACE, GOING UP TO NATURAL
GAS POSITION-INDICATING VALVE/CONTACT(LIMIT
SWITCH). REFER TO NOTE 6 ON SINGLE LINE DRAWING
E-4 FOR MORE INFORMATION.
APPROXIMATE LOCATION OF GAS METER, REFER TO
MECHANICAL DRAWING FOR EXACT LOCATION
GENERATOR CONTROL PANEL AND EPO.
PROVIDED WITH GENERATOR ENCLOSURE.
E-2
PART SITE PLAN AND DETAILS -
ELECTRICAL
FIRE PREVENTION
EAST COMMAND
1 2017/11/08 Issued For 75% Client Review
WSP Canada Inc.
600 Cochrane Drive, 5th Floor
Markham, ON L3R 5K3
t. 905-475-7270
f. 905-475-5994
wspgroup.ca
2 2018/04/04 Issued For Tender
3 2018/05/31 Issued For Permit
4 2018/05/31 Issued For ESA
5 2018/08/28 Re-issued For Tender
6 2019/01/22 Issued For Tender
PART SITE PLAN - NEW OUTDOOR GENERATOR LAYOUT
1
E-2
SCALE: 1:100
RED MARKING TAPE, THE FULL LENGTH
& WIDTH OF DUCT BANK, APPROXIMATE
HALF WAY BETWEEN THE INSTALLATION
AND GRADE LEVEL
DIRECT BURIED DETAIL
FINISHED GRADE
2
E-2
SCALE: N.T.S.
TRENCHING AND
BACKFILL AS REQUIRED.
TRENCH
760mm
1. EXACT CONSTRUCTION DETAILS TO CONFORM TO OESC CODE REQUIREMENTS AND
DETAILS. AND PROVIDE PULL STRING AND CAP AT BOTH ENDS IF IT IS SPARE.
NOTES:
RIGID PVC CONDUITS
FOR POWER
WIRING(TYPICAL),
REFER TO SINGLE LINE
FOR DETAILS.
NEW WORK NOTES:
BE RESPONSIBLE FOR EXACT PLACEMENT, INSTALLATION AND COORDINATION OF CONNECTING SERVICES OF PROPOSED
GENERATOR AFTER REVIEW OF SHOP DRAWINGS. BE RESPONSIBLE FOR THE SET-UP, INSTALLATION AND CONNECTION OF LOAD
BANK FOR ON-SITE TESTING. CABLING AND LOAD BANK WILL BE SUPPLIED BY GENERATOR MANUFACTURER. UPON COMPLETION
OF SITE TESTING, DISCONNECT LOAD BANK AND CABLING AND PREPARE FOR PICK UP BY GENERATOR MANUFACTURER.
1.
ROUTING OF ALL SERVICE SHOWN ARE DIAGRAMMATIC TO SHOW DESIGN INTENT. BE RESPONSIBLE TO VERIFY AND CONFIRM
EXACT ROUTING, ENTRY LOCATION, AND TERMINATIONS ON SITE PRIOR TO FABRICATION OR ROUGH-IN AND INCLUDE FOR
REQUIRED OFFSETS, TRANSITIONS, PULL BOX AND ETC. AS REQUIRED FOR A COMPLETE INSTALLATION. CONDUCTOR TO BE
OVERSIZED TO SUIT VOLTAGE DROP AS PER OESC.
2.
ALL PENETRATIONS THROUGH WALLS AND CEILINGS SHALL BE FIRE STOPPED WITH 3m FIRE STOP MATERIAL. REFER TO
SPECIFICATIONS FOR DETAILS.
4.
5
COORDINATE TRENCHING / EXCAVATION OF SURFACES TO SUIT NEW GENERATOR SERVICES. REPLACE WITH NEW SURFACES
AND MATCH BASE BUILDING MATERIALS. CONFIRM AND MARK ON SITE ALL EXISTING SITE SERVICE LOCATIONS WITHIN AREA OF
INSTALLATION. REFER TO SPECIFICATION.
6
7.
3. PROVIDE ALL PENETRATIONS AND OPENING AS REQUIRED ON THE WALL, CEILING AND ETC TO FACILITATE THE CONDUIT ROUTING
AND ENTRY. VERIFY ON SITE PRIOR TO START. REFER TO SPECIFICATION FOR DETAILS.
CONTRACTOR TO PROVIDE CABLE PULL BOX/VAULT AS REQUIRED TO FACILITATE THE INSTALLATION OF CABLE.
THE ACCURACY OF THE FLOOR PLAN INFORMATION IS NOT GUARANTEED. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE
EXACT FLOOR PLAN INFORMATION AND SATISFY HIMSELF OF IT DURING THE TENDER PERIOD AND PRIOR TO START OF WORK.
190mm
POWER
SPARE
CONTROL
RIGID PVC CONDUITS FOR CONTROL
WIRING(TYPICAL), REFER TO SINGLE
LINE FOR DETAILS.
190mm190mm190mm 190mm
BE RESPONSIBLE TO MODIFY EXISTING PARKING AREA, DRIVEWAY, GRASS AREA, LANDSCAPE, STAIRS, FENCE, CEILING, WALL,
DEVICES ON CEILING, AND ETC. AS REQUIRED TO ACCOMMODATE BOX/VAULT AND CONDUIT ROUTING UNDERGROUND OR ABOVE
GROUND, WITHIN CEILING OR WALL SPACE AND ETC. UPON COMPLETION, REPAIR, PATCH, REINSTALL, PAINT CEILING AND WALL
AND ETC. AS REQUIRED TO RESTORE AND MAKE GOOD.
8.
1
ALL EXISTING ELECTRICAL DEVICES ARE EXISTING TO REMAIN UNLESS OTHERWISE NOTED.
GENERAL NOTES:
2
CAP OFF AND FIRE STOP ALL FLOOR/WALL CONDUIT STUB-UPS AS PER CODES UPON REMOVAL
OF FEEDERS.
PROVIDE FIRE STOPPED AND SEALED AS REQUIRED. REFER TO SPECIFICATIONS.
3
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E
E-3
EXISTING ELECTRICAL ROOM AND
NEW WORK GENERATOR LAYOUT -
POWER AND SIGNALS -
ELECTRICAL
BASEMENT FLOOR PART PLAN - DEMOLITION PLAN
1E-3
SCALE: 1:50
FIRE PREVENTION
EAST COMMAND
1 2017/11/08 Issued For 75% Client Review
WSP Canada Inc.
600 Cochrane Drive, 5th Floor
Markham, ON L3R 5K3
t. 905-475-7270
f. 905-475-5994
wspgroup.ca
2 2018/04/04 Issued For Tender
3 2018/05/31 Issued For Permit
4 2018/05/31 Issued For ESA
5 2018/08/28 Re-issued For Tender
6 2019/01/22 Issued For Tender
BASEMENT FLOOR PART PLAN - NEW WORK PLAN
2E-3
SCALE: 1:50
NEW WORK NOTES:
BE RESPONSIBLE FOR EXACT PLACEMENT, INSTALLATION AND COORDINATION OF CONNECTING SERVICES OF PROPOSED
GENERATOR AFTER REVIEW OF SHOP DRAWINGS. BE RESPONSIBLE FOR THE SET-UP, INSTALLATION AND CONNECTION OF LOAD
BANK FOR ON-SITE TESTING. CABLING AND LOAD BANK WILL BE SUPPLIED BY GENERATOR MANUFACTURER. UPON COMPLETION
OF SITE TESTING, DISCONNECT LOAD BANK AND CABLING AND PREPARE FOR PICK UP BY GENERATOR MANUFACTURER.
1.
ROUTING OF ALL SERVICE SHOWN ARE DIAGRAMMATIC TO SHOW DESIGN INTENT. BE RESPONSIBLE TO VERIFY AND CONFIRM
EXACT ROUTING, ENTRY LOCATION, AND TERMINATIONS AND ETC. ON SITE PRIOR TO FABRICATION OR ROUGH-IN AND INCLUDE
FOR REQUIRED OFFSETS, TRANSITIONS, PULL BOX AND ETC. AS REQUIRED FOR A COMPLETE INSTALLATION. CONDUCTOR TO BE
OVERSIZED TO SUIT VOLTAGE DROP AS PER OESC.
2.
ALL PENETRATIONS THROUGH WALLS AND CEILINGS SHALL BE FIRE STOPPED WITH 3m FIRE STOP MATERIAL. REFER TO
SPECIFICATIONS FOR DETAILS.
4.
5
COORDINATE TRENCHING / EXCAVATION OF SURFACES TO SUIT NEW GENERATOR SERVICES. REPLACE WITH NEW SURFACES
AND MATCH BASE BUILDING MATERIALS. CONFIRM AND MARK ON SITE ALL EXISTING SITE SERVICE LOCATIONS WITHIN AREA OF
INSTALLATION. REFER TO SPECIFICATION.
6
7.
3.
PROVIDE ALL PENETRATIONS AND OPENING AS REQUIRED ON THE WALL, CEILING AND ETC TO FACILITATE THE CONDUIT
ROUTING AND ENTRY. VERIFY ON SITE PRIOR TO START. REFER TO SPECIFICATION FOR DETAILS.
CONTRACTOR TO PROVIDE CABLE PULL BOX/VAULT AS REQUIRED TO FACILITATE THE INSTALLATION OF CABLE.
8. REPLACE EXISTING PANEL "A" WITH NEW PANEL "A" TO SUIT NEW CIRCUITING REQUIREMENT. DISCONNECT EXISTING
BRANCH CIRCUITS AND RECONNECT THEM TO NEW PANELS AS PER OESC. REFER TO PANEL SCHEDULE AND SINGLE LINE
ON E-4 FOR MORE INFORMAITON.
THE ACCURACY OF THE FLOOR PLAN INFORMATION IS NOT GUARANTEED. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE
EXACT FLOOR PLAN INFORMATION AND SATISFY HIMSELF OF IT DURING THE TENDER PERIOD AND PRIOR TO START OF WORK.
1
ALL EXISTING ELECTRICAL DEVICES ARE EXISTING TO REMAIN UNLESS OTHERWISE NOTED.
GENERAL NOTES:
2
CAP OFF AND FIRE STOP ALL FLOOR/WALL CONDUIT STUB-UPS AS PER CODES UPON REMOVAL
OF FEEDERS.
PROVIDE FIRE STOPPED AND SEALED AS REQUIRED. REFER TO SPECIFICATIONS.
3
M
EXISTING INCOMING ELECTRICAL
SERVICE ENTRANCE 120/240V, 1 PHASE,
3 WIRE.
E
E
EXISTING TORONTO HYDRO
METER ASSEMBLY
PANEL "A"
40kW
40KW/40kVA, 120/240V, 1PH, 3W, NEW OUTDOOR NATURAL GAS
GENERATOR CONTAINERIZED IN SKIN-TIGHT ACOUSTICAL
ENCLOSURES . REFER TO SPECIFICATION FOR DETAILS.
EPO
WP
CG
200A-2P
NEW 100A, 120/240V, 1Ø, 3W SHORE PANEL INCLUDED IN
GENERATOR ENCLOSURE.
3#4+G, 53mmC
D
NEW ONE-WAY BYPASS
AUTOMATIC TRANSFER SWITCH
'ATS-1', 120/240V, 200A, 1PH, 3W
(2 POLE, SOLID NEUTRAL)
AUTOMATIC "OPEN TRANSITION"
TRANSFER SWITCH.
CONTROL WIRING FOR ATS START/STOP, ATS NOT IN AUTO BYPASS MODE,
ATS POSITION INDICATOR IN 53mmC" CONDUIT, COORDINATE WITH
MANUFACTURER RECOMMENDATION FOR EXACT REQUIREMENTS.
EPOGENERATOR
ANNUNCIATOR
PANEL,
SUPPLIED BY
GENERATOR
MANUFACTURER.
GENERAL NOTES:
1
2
3
4
EXISTING OFFICE
GENERATOR BREAKER.
5
DISCONNECT SWITCH
400A-2P
U/F
6
EXISTING 200A MAIN
DISCONNECT SWITCH
CONFIRM AND VERIFY INFORMATION ON EXISTING PANEL "A" PRIOR TO START OF WORK.
REPLACE EXISTING 225A, 120/240V, 1 PH, 3 WIRE PANEL "A" WITH NEW PANEL "A" THAT MATCHES
EXISTING PANEL "A" SUCH AS BREAKER SIZE, QUANTITY, KA RATING, AND ETC. AND COMES WITH
MORE BRANCH CIRCUITS TO SUIT NEW CIRCUIT REQUIREMENT. DISCONNECT EXISTING BRANCH
CIRCUITS AND RECONNECT THEM TO NEW PANEL "A". INCLUDE FOR ALL ASSOCIATED
ACCESSORIES AS REQUIRED FOR A COMPLETE INSTALLATION AS PER OESC. REFER TO PANEL
SCHEDULE ON THIS DRAWING FOR MORE INFORMATION.
REGARDING TORONTO HYDRO ASSOCIATED WORK,
ALL CONTRACTOR COORDINATION WORK WITH
TORONTO HYDRO WILL BE PART OF BASE BID. ANY
DIRECT COSTS FROM TORONTO HYDRO TO BE PAID
BY THE CONTRACTOR THROUGH CASH ALLOWANCE
(NO MARK UP).
40A-2P
SEE NOTE 3.
3#350MCM+G, 100mmC
3#250MCM+G, 63mmC
COORDINATE EQUIPMENT CONNECTION LUGS TO SUIT INCOMING CABLE CONNECTION AND
PROVIDE JUNCTION BOX AS REQUIRED TO FACILITATE THE INCOMING CABLE CONNECTION
AS PER OESC REQUIREMENT.
3#250MCM+G, 63mmC
3#4/0+G, 53mmC
BE RESPONSIBLE TO CONFIRM THAT THE ALTERNATOR NEUTRAL POINT OF
GENERATOR IS NOT CONNECTED TO THE FRAME/CASING OF GENERATOR.
THE NEUTRAL POINT SHALL ONLY BE CONNECTED TO NEUTRAL BUS. IF THE
NEUTRAL POINT IS CONNECTED TO THE FRAME OF THE ALTERNATOR, BE
RESPONSIBLE TO DISCONNECT THIS CONNECTION.
THE FRAME/CASING OF GENSET SHALL BE CONNECTED AND BONED TO
EXISTING BUILDING GROUNDING ELECTRODE IN ACCORDANCE WITH CODE
REQUIREMENTS.
ENSURE ELECTRICAL EQUIPMENT ARE BONDED TO GROUND PROPERLY AS PER OESC
REQUIREMENT.
CONDUCTOR TO BE OVERSIZED TO SUIT VOLTAGE DROP AS PER OESC.
CONTROL WIRING FOR EPO BUTTON AND
GENERATOR ANNUNCIATOR PANEL IN 53mmC
CONDUIT, COORDINATE WITH EQUIPMENT
MANUFACTURER RECOMMENDATION FOR
EXACT REQUIREMENTS.
DISCONNECT EXISTING FEEDER CONNECTION FROM EXISTING TORONTO HYDRO METER ASSEMBLY
TO EXISTING MAIN POWER PANEL "A". RECONNECT NEW FEEDER FROM ATS-1 BACK TO EXISTING
TORONTO HYDRO METER ASSEMBLY. COORDINATE WITH TORONTO HYDRO AND ESA FOR
ASSOCIATED SCOPE OF WORK AND SEQUENCE OF OPERATION PRIOR TO START OF WORK TO
ENSURE MINIMUM POWER OUTAGE TIME FOR FIRE STATION. INCLUDE ALL ASSOCIATED
ACCESSORIES FOR A COMPLETE INSTALLATION AS PER CODE AND TORONTO HYDRO REQUIREMENT.
ALL THIS WORK TO BE PAID FOR FROM CASH ALLOWANCE.
SEE NOTE 1.
ER
EXISTING LOAD
EXISTING LOAD
EXISTING LOAD
EXISTING LOAD
EXISTING LOAD
EXISTING LOAD
EXISTING LOAD
EXISTING LOAD
EXISTING LOAD
EXISTING LOAD
EXISTING LOAD
EXISTING LOAD
EXISTING LOAD
EXISTING LOAD
EXISTING LOAD
EXISTING LOAD
EXISTING LOAD
EXISTING LOAD
EXISTING LOAD
EXISTING LOAD
EXISTING LOAD
EXISTING LOAD
EXISTING LOAD
EXISTING LOAD
EXISTING LOAD
EXISTING LOAD
EXISTING LOAD
EXISTING LOAD
EXISTING LOAD
EXISTING LOAD
EXISTING LOAD
EXISTING LOAD
EXISTING LOAD
LOAD DESCRIPTION LOAD DESCRIPTIONBREAKERS
PH
CCT
No.
CCT
No.
TOTAL
LOAD
FEEDER/
CONDUIT
REC REC
TOTAL
LOAD
FEEDER/
CONDUIT
BREAKERS
L/B GFI
15A
2P
15A
1P
OTHER
15A
1P
15A
2P
OTHER GFI L/BAREA SERVED AREA SERVED
1 A 2
3 B 4
5 C 6
7 A 8
9 B 10
11 C 12
13 A 14
15 B 16
17 C 18
19 A 20
21 B 22
23 C 24
25 A 26
27 B 28
29 C 30
31 A 32
33 B 34
35 C 36
37 A 38
39 B 40
41 C 42
TOTAL 60 CIRCUITS
LIGHTING PANEL:
POWER PANEL: A
HEATING PANEL:
PANEL MAINS (AMPS): 225A
MAIN BREAKER (Y/N - AMPS):
CONNECTED LOADS
LIGHTING RECEPTACLE MOTOR HEATING
PANEL AMPS: PANEL kW:
DOUBLE LUG (Y/N):
WSP JOB
& JOB No.:
VOLTAGE: 120/240V, 1Ø, 3W
FIRE PREVENTION OFFICE
17M-01922-00-002
PANEL FEEDER:
xx kW xx kW xx kW -- kW
DEMAND LOAD: xx kW
PANEL LOCATION:
X
2#12+G
13mmC
EMERGENCY LIGHTX
43 A 44
45 B 46
47 C 48
49 A 50
51 B 52
53 C 54
40A-2P
3#4+G, 53mmC
GENERATOR SHORE
POWER PANEL
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
15A-2P
15A-2P
15A-2P
X
X
X
X
X
X
X
X
15A-2P15A-2P
20A-2P
30A-2P
55 A 56
57 B 58
59 C 60
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
ON SITE PRIOR TO START OF WORK, BE RESPONSIBLE TO CONFIRM/VERIFY THE
INFORMATION OF EXISTING DISTRIBUTION SYSTEM THAT IS ASSOCIATED WITH SCOPE OF
WORK UNDER THIS PROJECT AND PROVIDE ALL ASSOCIATED ACCESSORIES AS REQUIRED TO
FACILITATE THE NEW INSTALLATION COMPLETELY.
7
PRIOR TO START OF WORK, COORDINATE WITH MECHANICAL CONTRACTOR, DRAWINGS, AND
EQUIPMENT MANUFACTURER RECOMMENDATION TO PROVIDE WIRING IN 53mmC CONDUIT TIE
CONNECTION FROM GENERATOR CONTROL PANEL TO NATURAL GAS POSITION-INDICATING
VALVE/CONTACT(LIMIT SWITCH) AND PROVIDE WIRING FROM GENERATOR CONTROL PANEL TO ITS
ANNUNCIATION PANEL FOR INITIATING A AUDIBLE TROUBLE ALARM CONDITION AT THE GENERATOR
CONTROL PANEL AND ITS ANNUNCIATION PANEL WHEN VALVE IS CLOSED. REFER TO MECHANICAL
DRAWING FOR EXACT LOCATION OF NATURAL GAS POSITION-INDICATING VALVE/CONTACT(LIMIT
SWITCH) AND OTHER ASSOCIATED REQUIREMENT. INCLUDE ALL ASSOCIATED ACCESSORIES SUCH
AS WEATHERPROOF CONNECTION AND ETC. TO SUIT NEW INSTALLATION COMPLETELY AS PER
CODE. INCLUDE AUDIBLE TROUBLE ALARM CONDITION PROVISIONS INSIDE GENERATOR CONTROL
PANEL AND ITS ANNUNCIATION PANEL FOR AUDIBLE ALARM INITIATION FROM NATURAL GAS
POSITION-INDICATING VALVE/CONTACT(LIMIT SWITCH) WHEN VALVE IS CLOSED.
E-4
ELECTRICAL SINGLE LINE
DIAGRAM
FIRE PREVENTION
EAST COMMAND
1 2017/11/08 Issued For 75% Client Review
WSP Canada Inc.
600 Cochrane Drive, 5th Floor
Markham, ON L3R 5K3
t. 905-475-7270
f. 905-475-5994
wspgroup.ca
2 2018/04/04 Issued For Tender
3 2018/05/31 Issued For Permit
4 2018/05/31 Issued For ESA
5 2018/08/28 Re-issued For Tender
6 2019/01/22 Issued For Tender
APPROXIMATE LOCATION
OF NEW PAD MOUNTED
NATURAL GAS GENERATOR
HIGHVIEW AVE
B
IR
C
H
M
O
U
N
T
R
O
A
D
351 BIRCHMOUNT RD
MUSEUM
APPROXIMATE LOCATION OF
EXISTING GAS METER AND
REGULATOR ASSEMBLY
G
G
EXISTING GAS LINE ON
BUILDING TO REMAIN
EXISTING GAS LINE
INTO BUILDING
NEW BURIED 50mm GAS
LINE TO 40 KW GENERATOR
SET
1
3
0
0
1
3
0
0
1300
1
0
0
0
1
5
0
0
PROPOSED ROUTING FOR
NEW UNDERGROUND
CONDUITS
80 Kw
EMERGENCY
GENERATOR
(1084 CFH)
FLEXIBLE
CONNECTION
GAS LINE
DEMOLISHED
PIPE RISER DOWN
EXISTING WORK TO BE RETAINED
EXISTING WORK TO BE REMOVED AND/OR
D
E
G
PIPE RISER UP
PIPE RISER UP
EXISTING WORK TO BE RELOCATED
R
FLEXIBLE CONNECTOR
DRAWING No. DESCRIPTION SCALE
As NotedM-1
BRANCH OFF BOTTOM OF MAIN
BRANCH OFF TOP OF MAIN
CHECK VALVE
VALVE
UNION
SITE PLAN AND DETAILS - MECHANICAL
THE FOLLOWING IS A PROPOSED SEQUENCE IMPLEMENTATION, INTENDED TO
GIVE A DIAGRAMMATIC OVERVIEW OF THE PROPOSED SEQUENCE OF
INSTALLATION FOR THIS PROJECT. BE RESPONSIBLE TO CONFIRM THIS
SEQUENCE, MAKE THE REQUIRED MODIFICATION TO SUIT THE ANOMALIES OF
THIS BUILDING AND COORDINATE THIS WHEN PREPARING THE MASTER
CONSTRUCTION SCHEDULE FOR THE IMPLEMENTATION OF ALL WORK
ASSOCIATED WITH THIS PROJECT.
PROPOSED SEQUENCE OF IMPLEMENTATION
1. MECHANICAL:
1.1. PERFORM ALL DEMOLITION WORK ONCE NEW GENERATOR IS IN PLACE AS
EXISTING GENERATOR WILL BE USED TEMPORARILY UNTIL NEW
GENERATOR IS FULLY FUNCTIONAL.
1.2. PREPARE THE SHOP DRAWINGS FOR REQUIRED EQUIPMENT.
1.3. PROVIDE NEW OR EXISTING GAS METER ASSEMBLY AND PIPING AS
SHOWN.
2. WHEN ALL THE MECHANICAL SERVICES HAVE BEEN INSTALLED, COMPLETE
AND COMMISSIONED:
2.1. COMPLETE ALL REMAINING REMEDIAL WORK, INCLUDING PATCHING WORK,
FIRE STOPPING, CEILING INSTALLATIONS, PAINTING, ETC. UPON
COMPLETION OF MECHANICAL SERVICES.
2.2. COMPLETE AS-BUILTS, OPERATIONS & MAINTENANCE MANUALS AND TURN
OVER TO CONSULTANT.
PROJECT PROPOSED SEQUENCE
OF IMPLEMENTATION
GENERAL NOTES:
1 THIS DRAWING IS ISSUED TO SHOW SCOPE OF WORK ONLY. THE CONTRACTOR MUST
PERFORM A SITE INSPECTION DURING THE TENDER PERIOD & ENSURE THAT ALL WORK
THAT IS VISIBLE IS INCLUDED IN THE DEMOLITION CONTRACT. ANY OTHER EXISTING
SERVICES THAT PASS THROUGH THE RENOVATION AREA (UNLESS OBSOLETE) ARE TO BE
MAINTAINED AND/OR RELOCATED TO SUIT THE SCOPE OF WORK.
2ALL PENETRATIONS THROUGH WALLS AND CEILINGS MUST BE FIRE STOPPED WITH FIRE
STOP MATERIAL. REFER TO SPECIFICATIONS.
ROUTING OF SERVICES ARE DIAGRAMMATIC. BE RESPONSIBLE TO CONFIRM EXACT
ROUTING ON SITE PRIOR TO FABRICATION OR ROUGH-IN AND INCLUDE FOR ANY OFFSETS,
TRANSITIONS, ETC. AS REQUIRED FOR A COMPLETE INSTALLATION.
3
SUMMARY OF GAS ITEMS WITHIN BUILDING:
BOILER - 176 CFH
ROOF TOP UNIT - N/A
DOMESTIC HOT WATER HEATERS - 75 CFH
DOMESTIC 4 BURNER RANGE - 30 CFH
BBQ - 75 CFH
REMOTE BUILDING HEATER (EST) 50 CFH
TOTAL EXISTING CONNECTED LOAD = 406 CFH
NEW GENERATOR = 519 CFH
NEW CONNECTED LOAD = 925 CFH
2M-1
SCALE: N.T.S.
GRADE
50ø
EXISTING
GAS METER
1848082SB
96-983082
G
INCOMING GAS SERVICE
FOR A NEW CONNECTED
LOAD OF 925 CFH @ 7"
TO BBQ
G
PROVIDE SIGNAGE STATING
"EMERGENCY GENERATOR
DO NOT SHUT OFF"
50ø
50ø
NEW GAS LINE
TO GAS
GENERATOR
EXISTING U/G GAS LINE
TO REMOTE BUILDING
25ø
PLUG - TYPE VALVE COMPLETE
WITH LIMIT SWITCH
G
50ø
50ø
NOTE:
THE CAPACITY OF THE EXISTING GAS METER
& REGULATOR ASSEMBLY SHALL BE REVIEWED
BY ENBRIDGE GAS TO ESTABLISH IF THERE IS
A NEED TO REMOVE & REPLACE THE EXISTING
ASSEMBLY DUE TO THE LARGER CONNECTED
GAS LOADS.
ROUTE PIPING AROUND EXISTING BUILDING
SURFACE MOUNTED UNTIL U/G ENTRY POINT
40 Kw
EMERGENCY
GENERATOR
(519 CFH)
FLEXIBLE
CONNECTION
CONNECT INTO EXISTING
PLUG - TYPE SHUT OFF VALVE
M-1
FIRE PREVENTION
EAST COMMAND
WSP Canada Inc.
600 Cochrane Drive, 5th Floor
Markham, ON L3R 5K3
t. 905-475-7270
f. 905-475-5994
wspgroup.ca
1 2017/11/08 Issued For 75% Client Review
2 2018/04/04 Issued for Tender
3 2018/04/19 Issued for Building Permit
4 201 /0 /2 Re-Issued for Tender
1
M-1
SCALE: N.T.S.
2019/01/22Issued for Tender5
18 18 18
AIR
CONTENT
(%)
MAX
W / C
RATIO
SLUMP
(mm)
MIN
COMPRESSIVE
STRENGTH f'c
AT 28 DAYS
(MPa)
LOCATION / MEMBER
TABLE OF CONCRETE PROPERTIES
EXPOSURE
CLASS
170 ± 20
80 ± 30
UNSHRINKABLE FILL
LEAN MIX CONCRETE8
MAX 0.40
0.70
80 ± 30SKIM SLABS
15 0.50
40 ± 20
40 ± 20
NON STRUCTURAL TOPPINGS
(EXPOSED TO FREEZING
AND THAWING)
32
SIDEWALKS, CURBS,
PAVING SLABS
30
0.45
a
5-8 C-2
0.45
a
5-8 C-2
80 ± 30
CONCRETE PAD
35 0.40 5-8
b,d
C-1
NOTES:
a. SPECIAL CONCRETE HANDLING AND PLACING METHODS OR THE USE OF A SUPER PLASTICIZER WILL BE REQUIRED
TO PLACE THIS CONCRETE.
b. PROVIDE CONCRETE WITH A MINIMUM CEMENTING MATERIALS CONTENT OF 325 kg/m³.c. MAXIMUM AGGREGATE SIZE IS 20mm.
d. PROVIDE CORROSION INHIBITOR TO CONCRETE MIX WITH MINIMUM DOSAGE OF 10 L/m³ OF 30% SOLUTION OF
CALCIUM NITRITE.
CONCRETE FILL
30
ABUTMENT
ADDITIONAL
ARCHITECTURALLY EXPOSED CONCRETE
ARCHITECTURALLY EXPOSED STRUCTURAL STEEL
ASPHALT IMPREGNATED FIBERBOARD
ALTERNATE
ARCHITECTURAL
ANCHOR ROD
ASPHALT
AVERAGE
BOTTOM
BOTTOM OF FOOTING
BOTTOM OF PILE
BOTTOM CHORD EXTENSION
BORED CONCRETE PILE
BOTTOM EACH WAY
BOTTOM LOWER LAYER
BASE PLATE
BEARING
BEARING PLATE
BASEMENT
BOTTOM UPPER LAYER
BOTTOM OF UNDERPINNING
CAMBER
COLUMN ABOVE ONLY (NO COLUMN BELOW)
CANTILEVER
CATEGORY (FOR AESS)
COLUMN BELOW ONLY (NO COLUMN ABOVE)
COMPRESSION DEVELOPMENT LENGTH
CUT OFF ELEVATION FOR PILES
CAST-IN PLACE
CONTROL JOINT
CLEAR
CENTRELINE
CONCRETE MASONRY UNITS
STEEL DECK CORE NOMINAL THICKNESS
COMPOSITE
COLUMN
CONCRETE
CONTINUOUS
CONTINUED
CONSTRUCTION JOINT
CONNECTION PLATE
CAP PLATE
COMPRESSION LAP SPLICE
CLEAR COVER
COMPLETE WITH, CONNECT WITH
(SEE TO GENERAL NOTES)
(SEE TO GENERAL NOTES)
DRILLED CONCRETE ANCHOR, SEE GENERAL NOTES
DEMOLITION
DETAIL
DOUGLAS FIR-LARCH
DIAMETER
DIVIDER BEAM
DRILLED MASONRY ANCHOR, SEE GENERAL NOTES
DOWN
DOUBLE NUT AND WASHER
DEEP
SPEC
SPF
SR
SS
ST
STD
STE
STG
STIR
STIFF
STL
STR
STRUCT
SWT
SYMM
t
TB
TBB
T
TDL
TEW
T&G
TJ
TLL
T/O
TOB
TOC
TOF
TOS
TOP
TOW
TPC
TRANS
TSA
TSB
TUL
TYP
U-BAR
UDB
U/F
UL
ULS
U/S
U/N, UNO
UPT
V, VERT
VB
VEF
VIF
VIC
VOF
VSC
WB
WC
w/o
WP
WSP-S
WWF
ZRP
SPECIFICATIONS
SPRUCE PINE FIR
STUD RAIL
STAINLESS STEEL
STRAIGHT
STANDARD
SHEAR TRANSFER ELEMENTS
STAGGERED
STIRRUP
STIFFENER
STEEL
SEISMIC STRAP
STRUCTURAL
SELF WEIGHT
SYMMETRICAL
THICKNESS
TRANSFER BEAM
TOP BASIC BARS
TOP
TENSION DEVELOPMENT LENGTH
TOP EACH WAY
TONGUE AND GROOVE
TIE JOIST
TOP LOWER LAYER
TOP OF
TOP OF (GRADE) BEAM
TOP OF CONCRETE
TOP OF FOOTING
TOP OF STEEL
TOP OF PILE
TOP OF WALL
TOP OF PILE CAP
TRANSVERSE
TENSION SPLICE “A”
TENSION SPLICE “B”
TOP UPPER LAYER
TYPICAL
“U” SHAPED BAR
UNIFORMLY DISTRIBUTED BARS
UNDERSIDE OF FOOTING
UPPER LEVEL
ULTIMATE LIMIT STATE
UNDERSIDE
UNLESS NOTED OTHERWISE
UPTURNED
VERTICAL, VERTICALS
VERTICAL BRACING
VERTICAL EACH FACE
VERTICAL INSIDE FACE
VERTICAL IN CENTRE
VERTICAL OUTSIDE FACE
VERTICALLY SLOTTED CONNECTION
WALL BELOW
WIND COLUMN
WITHOUT
WORK POINT
WSP STRUCTURAL
WELDED WIRE FABRIC
ZINC RICH PAINT
ℓd
ℓdc
ℓdh
LE
LG
LL
LLH
LLV
LONG
LSH
LP
LWT
MAX
MC
MECH
MEZZ
MF
MIN
MISC
MJ
ML
NF
NIC
NOM
NTS
O/C
OD
OF
OPP
OWSJ
PAF
PL
PROJ
PS
PT
PTL
R
RA
RD
RE
REINF
REM
REQ’D
REV
RF
RL
RSS
RTU
RET. WALL
R/W
r.w.
SDF
SEC
SIM
SJ
SL
SLBB
SLS
SOG
TENSION DEVELOPMENT LENGTH OF REBAR
COMPRESSION DEVELOPMENT LENGTH OF REBAR
TENSION EMBEDMENT LENGTH WITH STANDARD HOOK
LEFT END
LONG
LOWER LEVEL
LONG LEG HORIZONTAL
LONG LEG VERTICAL
LONGITUDINAL
LONG SIDE HORIZONTAL
LOW POINT
LIGHT WEIGHT
MAXIMUM
MOMENT CONNECTION ( )
MECHANICAL
MEZZANINE
MOMENT FRAME
MINIMUM
MISCELLANEOUS
MOVEMENT JOINT
MIDDLE LAYER
NEAR FACE
NOT IN CONTRACT
NOMINAL
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
OUTSIDE FACE
OPPOSITE
OPEN WEB STEEL JOIST
POWDER ACTUATED FASTENERS
PLATE
PROJECT, PROJECTION
PIPE SUPPORT
POST TENSIONED
PRESSURE TREATED LUMBER
RADIUS
ROOF ANCHOR
ROOF DRAIN
RIGHT END
REINFORCEMENT
REMAINDER
REQUIRED
REVISION
RIGID FRAME
REFERENCE LINE
RETAINED SOIL SYSTEM
ROOF TOP UNIT
RETAINING WALL
REINFORCE WITH
REQUIRED WITH
STEP DOWN FOOTING (IN DIRECTION OF ARROW)
SECTION
SIMILAR
STEEL JOIST
SLAB, SHELF ANGLE
SHORT LEG BACK TO BACK
SERVICEABILITY LIMIT STATE
SLAB-ON-GRADE
DW
DWL
EA
ECR
EBF
EE
EF
EJ, EXP JT
ELECT
EL
ELEV
EMBED
ENG
EOD
EOS
ES
EQ
EW
EX, EXIST
EXT
FC
FD
FF
FIN
FL
FMC
FND
FTG
GA
GALV
GB
GEN
GL
GRD
h
hd
H, HORIZ
(H)
HC
HD
HDG
HEF
HIF
HH
HIC
HOF
HP
HSC
IBI
IBE
IBA
IBB
ID
INT
IF
JG
KB
(L)
2-L
DRAWING
DOWEL
EACH
EPOXY COATED REINFORCEMENT
ECCENTRICALLY BRACED FRAME
EACH END
EACH FACE
EXPANSION JOINT
ELECTRICAL
ELEVATION
ELEVATOR
EMBEDMENT
ENGINEER
EDGE OF DECK
EDGE OF SLAB
EACH SIDE
EQUAL
EACH WAY
EXISTING
EXTERIOR
FUTURE COLUMN
FLOOR DRAIN
FAR FACE
FINISHED
FLOOR
FULL MOMENT CONNECTION
(FOR FULL MOMENT CAPACITY)
FOUNDATION
FOOTING
GAUGE
GALVANIZED
GRADE BEAM
GENERAL
GRIDLINE
GROUND
TOTAL THICKNESS, SLAB THICKNESS AWAY
FROM DROP PANEL
SLAB OVERALL THICKNESS AT DROP PANEL
HORIZONTAL
HIGH BEAM
HOLLOWCORE
HOLD DOWN
HOT DIPPED GALVANIZED
HORIZONTAL EACH FACE
HORIZONTAL INSIDE FACE
HOOK EACH END
HORIZONTAL IN CENTRE
HORIZONTAL OUTSIDE FACE
HIGH POINT
HORIZONTAL SLOTTED CONNECTION
INTEGRITY BARS INTERIOR
INTEGRITY BARS EXTERIOR
INTEGRITY BARS ADDED
INTEGRITY BOTTOM BARS (THROUGHOUT)
INSIDE DIAMETER
INTERIOR
INSIDE FACE
JOIST GIRDER
KNEE BRACING
LOW BEAM
BACK TO BACK ANGLES
JU
NE
2
01
7
ABUT
ADD’L
AEC
AESS
AIFB
ALT
ARCH
A-ROD
ASPH
AVG
B, BOT
BOF
BOP
BCE
BCP
BEW
BLL
BP
BRG
BRP
BSMT
BUL
BUP
C
CA
CANT
CAT
CB
CDL
CEL
CIP
CJ
CLR
CL
CMU
CNT
COMP
COL
CONC
CONT
CONT’D
CONST.J.
CP
CPL
CS
COV
C/W
CWS
CLS
DCA
DEMO
DET
D.FIR-L
DIA, Ø
DIV
DMA
DN
DNW
DP
GENERAL
1. THIS IS A METRIC PROJECT. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN MILLIMETERS.
2. ALL REFERENCED STANDARDS SHALL BE THE CURRENT EDITION OF THE EDITION REFERENCED BY THE
APPLICABLE BUILDING CODE IN FORCE AT THE TIME OF BUILDING PERMIT APPLICATION.
3. “WSP-S” REFERS TO WSP CANADA STRUCTURAL CONSULTANT.
4. PROVIDE ALL MATERIAL AND LABOUR REQUIRED FOR COMPLETION OF THE WORK.
5. PRIOR TO CONSTRUCTION, REVIEW STRUCTURAL DRAWINGS IN CONJUNCTION WITH DRAWINGS PROVIDED
BY ALL OTHER CONSULTANTS, AND WITH EXISTING CONDITIONS.
6. REPORT DISCREPANCIES TO THE CONSULTANT BEFORE PROCEEDING WITH THE WORK.
7. VERIFY EXISTING DIMENSIONS AND CONDITIONS ON SITE PRIOR TO CONSTRUCTION.
8. USE THESE DRAWINGS ONLY FOR THE PURPOSE IDENTIFIED IN THE REVISIONS COLUMN. DO NOT
CONSTRUCT FROM THESE DRAWINGS UNLESS MARKED “ISSUED FOR CONSTRUCTION”.
9. DO NOT USE INFORMATION ON THESE DRAWINGS FOR ANY OTHER PROJECT OR WORKS.
10. DO NOT SCALE THESE DRAWINGS.
11. ALL SECTIONS, DETAILS, AND STATEMENTS NOTED AS “TYPICAL” APPLY TO LIKE/SIMILAR CONDITIONS IN THE
STRUCTURE.
12. DRAWINGS SHOW COMPLETED STRUCTURE ONLY. THEY DO NOT SHOW TEMPORARY WORKS FOR WHICH
THE CONTRACTOR IS RESPONSIBLE AND WHICH MAY BE REQUIRED FOR EXECUTION OF THE PROJECT. THE
CONTRACTOR TO ESTABLISH CONSTRUCTION PROCEDURE AND SEQUENCE TO ENSURE SAFETY OF THE
WHOLE STRUCTURE AND ALL ITS COMPONENTS DURING ERECTION.
13. MAKE ADEQUATE PROVISIONS FOR ALL LOADS ACTING ON THE STRUCTURE DURING ERECTION. PROVIDE
TEMPORARY SHORING AND BRACING TO KEEP THE STRUCTURE PLUMB AND IN TRUE ALIGNMENT DURING
CONSTRUCTION.
14. DESIGN OF ALL TEMPORARY WORKS TO BE CARRIED OUT BY A PROFESSIONAL ENGINEER RETAINED BY THE
CONTRACTOR, LICENSED IN THE PLACE WHERE THE PROJECT IS LOCATED.
15. CONSTRUCTION LOADS ON COMPLETED STRUCTURE NOT TO EXCEED DESIGN LOADS INDICATED ON
DRAWINGS. FULL DESIGN LOADS MAY ONLY BE APPLIED AFTER THE CONCRETE REACHES ITS DESIGN
STRENGTH.
DESIGN CRITERIA
1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE 2012 ONTARIO BUILDING CODE (OBC).
2. ALL REFERENCED STANDARDS SHALL BE THE CURRENT EDITION OF THE EDITION REFERENCED BY THE
APPLICABLE BUILDING CODE IN FORCE AT THE TIME OF BUILDING PERMIT APPLICATION.
3. THE VALUES FOR CLIMATIC DATA USED IN THE DETERMINATION OF DESIGN LOADS HAVE BEEN OBTAINED
FROM THE 2012 OBC FOR THE SPECIFIC LOCATION OF TORONTO.
4. BASED ON THE USE AND OCCUPANCY, THE BUILDING IS DESIGNED TO THE REQUIREMENTS OF A POST
DISASTER IMPORTANCE CATEGORY.
5. SELF WEIGHT (SWT) IS DUE TO THE WEIGHT OF THE STRUCTURE ITSELF.
6. SUPERIMPOSED DEAD LOADS (SDL) ARE NON-STRUCTURAL DEAD LOADS DUE TO NON-STRUCTURAL
TOPPINGS, FINISHES, PARTITIONS, ROOFING MATERIALS, SUSPENDED EQUIPMENT, PAVERS, SOIL, ETC.
7. DEAD LOAD (DL) IS THE SELF WEIGHT OF THE STRUCTURE PLUS THE SUPERIMPOSED DEAD LOAD.
8. UNLESS OTHERWISE NOTED, DESIGN LOADS SHOWN ON DRAWINGS ARE SPECIFIED (UNFACTORED) LOADS,
TO BE USED FOR ULS DESIGN. FOR SLS DESIGN, THESE LOADS CAN BE REDUCED BY MULTIPLYING WITH
THE RATIO OF APPROPRIATE IMPORTANCE FACTORS Ix(SLS) / Ix(ULS) GIVEN BELOW.
9. IF ONLY ONE VALUE IS GIVEN FOR A LOAD, CONSIDER IT LIVE LOAD.
10. SNOW: Ss = 0.9 kPa; Sr =0.4 kPa; Is (ULS) = 1.25; Is (SLS) = 0.9
MINIMUM UNFACTORED SNOW LOAD = 1.36 kPa x Is
11. RAIN: 24 HOUR RAINFALL = 92 mm
12. WIND : q50 = 0.47 kPa; Iw (ULS) = 1.25; Iw (SLS) = 0.75
13. SEISMIC
Sa (0.2) = 0.19 Rd = 1.5 IeFaSa(0.2) =0.371
Sa (0.5) = 0.11 Ro = 1.3
Sa(1.0) = 0.068 Ie = 1.5
Sa(2.0) = 0.022 SITE CLASSIFICATION =D
PGA = 0.076
SHOP DRAWINGS
1. SUBMIT 4 HARD COPIES OR PDF'S OF SHOP DRAWINGS FOR REVIEW BEFORE START OF WORK. PACKAGES
TO BE SUBMITTED ARE NOTED IN THE RELEVANT SECTIONS BELOW.
2. REVIEW OF SHOP DRAWINGS BY WSP-S IS ON A SAMPLING BASIS, FOR GENERAL CONFORMITY WITH
STRUCTURAL CONTRACT DOCUMENTS. IT IS NOT A DETAILED CHECK AND MUST NOT BE CONSTRUED AS
RELIEVING THE CONTRACTOR OF HIS RESPONSIBILITY TO MAKE THE WORK ACCURATE AND IN CONFORMITY
WITH ALL THE CONTRACT DOCUMENTS, TO REVIEW SHOP DRAWINGS AND TO COORDINATE WORK OF
INTERFACING TRADES AND MANUFACTURE OF INTERFACING PRODUCTS.
3. REVIEW OF SHOP DRAWINGS DOES NOT IMPLY ANY CHANGE IN ANY OTHER CONSULTANTS' OR
PROFESSIONALS' RESPONSIBILITIES RELATED TO DESIGN OF SPECIFIC ITEMS AS OUTLINED BY THESE
DRAWINGS.
4. ALLOW A MINIMUM OF 10 WORKING DAYS FOR REVIEW OF EACH SUBMISSION OF SHOP DRAWINGS IN THE
STRUCTURAL CONSULTANT'S OFFICE. ALLOW MORE TIME WHEN LARGE QUANTITIES OF SHOP DRAWINGS
ARE SUBMITTED. SUBMIT IN GENERAL CONFORMITY WITH THE SEQUENCE OF CONSTRUCTION INTENDED.
5. AFTER REVIEW, SHOP DRAWINGS WILL BE STAMPED AND RETURNED. DO NOT COMMENCE FABRICATION
UNTIL RETURNED SHOP DRAWINGS HAVE BEEN EXAMINED.
6. SHOP DRAWINGS MARKED “REVIEWED” CAN BE USED FOR FABRICATION.
7. SHOP DRAWINGS MARKED “REVIEWED AS NOTED” CAN BE USED FOR FABRICATION AFTER THE REVISIONS
NOTED ARE IMPLEMENTED.
8. SHOP DRAWINGS MARKED “REVISE AND RESUBMIT” REQUIRE SUBSTANTIAL REVISIONS AND MUST BE
RESUBMITTED FOR ADDITIONAL REVIEW PRIOR TO FABRICATION.
9. SHOP DRAWINGS MARKED “REVIEWED FOR IMPACT ON BASE STRUCTURE ONLY” SHOW WORKS WHICH ARE
NOT WITHIN THE SCOPE OF STRUCTURAL CONSULTING SERVICES BUT AFFECT BEHAVIOUR OF THE BASE
STRUCTURE. WSP-S CANADA INC. WILL NOT REVIEW THESE WORKS AND ASSUMES THAT THE INDICATED
WEIGHTS AND ALL OTHER LOADS IMPOSED ON THE BASE STRUCTURE ARE CORRECTLY IDENTIFIED BY THE
DESIGNER / SUPPLIER OF THESE ELEMENTS.
10. DRAWINGS MARKED “NOT REVIEWED” SHOW WORKS WHICH ARE NOT WITHIN THE SCOPE OF STRUCTURAL
CONSULTING SERVICES.
FIELD REVIEW
1. STRUCTURAL CONSULTANT WILL PROVIDE PERIODIC FIELD REVIEW OF A REPRESENTATIVE SAMPLE OF THE
STRUCTURAL WORKS DETAILED ON THESE DRAWINGS FOR GENERAL CONFORMANCE WITH CONTRACT
DOCUMENTS. THESE REVIEWS DO NOT REPLACE THE CONTRACTOR'S RESPONSIBILITY TO IMPLEMENT AND
MAINTAIN A QUALITY CONTROL PROGRAM, AND DO NOT MAKE WSP-S CANADA INC. A GUARANTOR OF THE
CONTRACTOR'S WORK.
2. ASSIST THE CONSULTANTS DOING FIELD REVIEW, AND PROVIDE SAFE ACCESS TO WORK AREAS AS
REQUIRED.
3. CHECK THE WORK PRIOR TO FIELD REVIEW TO CONFIRM IT IS COMPLETED AND IN ACCORDANCE WITH
CONTRACT DOCUMENTS.
4. NOTIFY THE CONSULTANT 48 HOURS PRIOR TO CONCRETE POURS, BACKFILLING, AND COVERING UP THE
STRUCTURE WITH FINISHES.
FOUNDATIONS
1. SET FOUNDATIONS ON HORIZONTAL UNDISTURBED SOIL CAPABLE OF SUPPORTING BEARING PRESSURE OF
75kPa AT SLS. MODULUS OF SUBGRADE REACTION IS 25MPa/m.
2. PRIOR TO PLACING FOOTINGS, BEARING CAPACITY OF EACH FOOTING TO BE CONFIRMED IN WRITTEN
REPORTS BY A GEOTECHNICAL ENGINEER RETAINED BY THE CONTRACTOR. GEOTECHNICAL ENGINEER TO
CARRY MINIMUM $1,000,000 IN LIABILITY INSURANCE. SUBMIT EACH REPORT IMMEDIATELY TO WSP-S.
3. FOR FROST PROTECTION, MINIMUM DISTANCE FROM FINISHED GRADE TO UNDERSIDE OF FOUNDATIONS TO
BE NOT LESS THAN 1200mm OR PROVIDE EQUIVALENT INSULATION. WHERE UNDERSIDES OF WALLS, GRADE
BEAMS, OR PILE CAPS ARE NOT BELOW THE FROST PROTECTION DEPTH, PROVIDE FROST CUSHION
BETWEEN SOIL AND STRUCTURE WHERE FROST ACTION MAY CAUSE UPLIFT.
4. LOCATE ALL EXISTING UNDERGROUND SERVICES PRIOR TO EXCAVATION.
5. PROTECT FOOTINGS, PIERS, PILE TOPS, PILE CAPS, GRADE BEAMS, FOUNDATION WALLS, SLABS-ON-GRADE
AND ADJACENT SOIL AGAINST FREEZING AND FROST ACTION AT ALL TIMES DURING CONSTRUCTION. DO
NOT POUR CONCRETE AGAINST FROZEN EARTH.
6. DO NOT PLACE CONCRETE IN WATER OR ON FROZEN SOIL.
CONCRETE
1. CONFORM TO CSA A23.1 “CONCRETE MATERIALS AND METHODS OF CONCRETE CONSTRUCTION”.
2. CONCRETE IS SPECIFIED PER ALTERNATIVE 1 - PERFORMANCE SPECIFICATION, AS OUTLINED IN CAN/CSA
A23.1. THE CONTRACTOR AND THE CONCRETE SUPPLIER TO MEET ALL CERTIFICATION, DOCUMENTATION,
AND QUALITY CONTROL REQUIREMENTS.
3. THE CONCRETE SUPPLIER TO BE CERTIFIED BY THE READY MIXED CONCRETE ASSOCIATION OF ONTARIO
4. CONCRETE TO BE NORMAL DENSITY (MIN. 2300 kg/m3) UNLESS NOTED OTHERWISE.
5. CEMENT TO BE PORTLAND CEMENT TYPE GU, UNLESS NOTED OTHERWISE OR REQUIRED BY EXPOSURE
CLASS. CEMENT TO CONFORM TO CSA A3000.
6. AGGREGATE TO CONFORM TO CSA A23.1 / A23.2. DO NOT USE RECYCLED CONCRETE AS AGGREGATE.
7. CONCRETE ADMIXTURES SHALL NOT CONTAIN CHLORIDES.
8. SUBMIT CONCRETE MIX DESIGNS TO WSP-S FOR REVIEW BEFORE START OF WORK.
9. EXTERIOR FOOTINGS:
- EXPOSURE CLASS: C1
- MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: 35 MPa
- NOMINAL SIZE OF COARSE AGGREGATE: 20 (3/4”)
- CORROSION INHIBITORS: 10L/m3 OF 30% SOLUTION OF CALCIUM NITRATE
10. PROTECT CONCRETE FROM EXCESSIVE HEAT AND DRYING. USE HOT WEATHER CONCRETING METHODS IN
ACCORDANCE WITH CAN/CSA-A23.1 WHENEVER THE OUTDOOR TEMPERATURE IS GREATER THAN 27°C.
11. PROTECT CONCRETE FROM FREEZING. USE COLD WEATHER CONCRETING METHODS IN ACCORDANCE
WITH CAN/CSA-A23.1 WHENEVER OUTDOOR TEMPERATURE IS LESS THAN +5°C. ALL INSULATED COVERS,
HEATERS, AND OTHER MATERIALS NEEDED TO PROTECT CONCRETE TO BE ON HAND PRIOR TO POUR.
DELIVER CONCRETE AT A TEMPERATURE BETWEEN +15°C AND +27°C. ENSURE A MINIMUM CONCRETE
TEMPERATURE OF 10° IS MAINTAINED THROUGHOUT THE CURING PERIOD (MINIMUM 3 DAYS).
12. MAXIMUM OUTSIDE DIAMETER OF ANY CONDUIT OR PIPE EMBEDDED IN SLAB NOT TO EXCEED ONE THIRD
OF THE SLAB THICKNESS.
13. FORMWORK DESIGN, MATERIAL, FABRICATION, AND ERECTION TO CONFORM TO CSA S269.1
14. FORMWORK MATERIAL TO BE NEW EXTERIOR PLYWOOD CONFORMING TO CSA O121, EXCEPT FOR ROUGH
CONCRETE IN UNEXPOSED LOCATIONS (SUCH AS FOUNDATIONS) WHERE USED MATERIAL IS ACCEPTABLE.
15. USE REMOVABLE INTERNAL FORM TIES OR ADJUSTABLE METAL TIES DESIGNED TO ACT AS SPREADERS,
WHICH WILL, WHEN REMOVED, LEAVE NO METAL CLOSER THAN 25 (1") TO CONCRETE SURFACE.
16. DO NOT SUPPORT FORMWORK SHORING ON FROZEN SOILS.
17. PROVIDE 25 (1”) CHAMFER STRIPS ON EXTERNAL CORNERS AND 25 (1”) FILLETS AT INTERIOR CORNERS.
18. RIGID INSULATION TO BE EXTRUDED POLYSTYRENE BOARD CONFORMING TO ASTM C587, STRUCTURAL
GRADE, WITH A COMPRESSIVE STRENGTH OF 275 kPa (40 psi).
19. PVC WATERSTOPS TO BE FLEXIBLE, EXTRUDED, HEAT WELDABLE, RIBBED TO CGSB 41-GP-35M. INSTALL AS
PER MANUFACTURER'S RECOMMENDATIONS.
20. CONVEY CONCRETE FROM TRUCK TO FINAL LOCATION BY METHODS WHICH WILL PREVENT SEPARATION OR
LOSS OF MATERIAL. MAXIMUM FREE FALL NOT TO EXCEED 1.5m (5'-0"). CONSOLIDATE CONCRETE USING
MECHANICAL VIBRATORS.
21. CURE CONCRETE SURFACES NOT IN CONTACT WITH FORMS IN ACCORDANCE WITH A23.1 / A23.2, BY
APPLICATION OF A CURING-SEALING COMPOUND CONFORMING TO ASTM C309 IMMEDIATELY AFTER
DISAPPEARANCE OF SURFACE WATER SHEEN. ENSURE CURING-SEALING COMPOUND IS COMPATIBLE WITH
APPLIED FINISHES.
22. ENSURE THAT SLEEVES AND OPENINGS DO NOT IMPAIR THE REQUIRED STRENGTH OF THE MEMBER, AND
UNLESS SHOWN ON THE STRUCTURAL DRAWINGS, ARE ACCEPTED BY THE CONSULTANT FOR SIZE,
LOCATION, AND REINFORCEMENT BEFORE CONCRETE IS CAST. NO TRADE SHALL CUT HOLES THROUGH
EXISTING CONCRETE UNLESS ACCEPTABLE TO THE CONSULTANT.
CONCRETE REINFORCEMENT
1. CONFORM TO CSA A23.1 “CONCRETE MATERIALS AND METHODS OF CONCRETE CONSTRUCTION”.
2. REINFORCEMENT - DEFORMED BAR REINFORCEMENT CONFORMING TO CSA G30.18 GRADE 400R. USE 400W
ONLY WHERE NOTED ON DRAWINGS.
3. ACCESSORIES, BAR SUPPORTS, AND TIES TO CONFORM TO REINFORCING STEEL INSTITUTE OF CANADA
(RSIC) MANUAL OF STANDARD PRACTICE AND CSA A23.1 / A23.2.
4. SUBMIT SHOP DRAWINGS FOR REINFORCEMENT DETAILED IN ACCORDANCE WITH THE RSIC MANUAL OF
STANDARD PRACTICE. SUBMIT PLANS AND DETAILS NECESSARY TO FABRICATE, PLACE, AND REVIEW
REINFORCEMENT.
5. ALL REBAR HOOKS TO BE STANDARD LENGTH 90° OR 180° HOOKS. REBAR LENGTHS LISTED ON DRAWINGS
DO NOT INCLUDE THE HOOK LENGTH.
6. FIELD BENDING OF BARS IS NOT PERMITTED UNLESS INDICATED OR APPROVED BY WSP-S. APPROVED FIELD
BENDING TO BE DONE WITHOUT THE USE OF HEAT, THROUGH APPLICATION OF SLOW AND STEADY
PRESSURE. REPLACE BARS WITH CRACKS OR SPLITS.
7. ALL REINFORCING TO BE CLEAN, FREE OF LOOSE SCALE, OIL, DIRT, RUST, AND ANY OTHER FOREIGN
COATING THAT AFFECT BONDING CAPACITY.
8. WHERE CONCRETE IS CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH, MINIMUM CONCRETE COVER
TO REINFORCING BARS CLOSEST TO THE CONCRETE SURFACE TO BE 75 (3”).
9. FOR CLASS C-1 CONCRETE, MINIMUM COVER TO BE 60 (2 1/2”) EXCEPT FOR SLABS PROTECTED BY
MEMBRANE WHERE THE COVER SHALL BE 40 (1 1/2”) TO THE TOP BARS AND 30 (1 1/4") TO THE BOTTOM BARS.
10. INCREASE COVER WHERE REQUIRED TO MAINTAIN MINIMUM RATIO OF COVER TO NOMINAL BAR DIAMETER
OF 1 FOR CLASS N, 1.5 FOR CLASSES F1 AND C1 (FOR MEMBRANE PROTECTED SLABS ONLY) , AND 2 FOR
CLASS C1 (ALL OTHER STRUCTURES).
11. ENSURE COVER TO REINFORCEMENT IS MAINTAINED DURING CONCRETE POUR.
POST-INSTALLED ANCHORS AND DOWELS
1. WHERE ADHESIVE CONCRETE ANCHORS ARE NOTED ON DRAWINGS, PROVIDE HILTI HIT-HY200 ADHESIVE
ANCHORING SYSTEM WITH HILTI HIT-Z ANCHOR RODS. EFFECTIVE EMBEDMENT LENGTHS AS FOLLOWS:
12 (1/2”) DIAMETER - 114 (4-1/2”) EMBEDMENT
16 (5/8”) DIAMETER - 143 (5-5/8”) EMBEDMENT
19 (3/4”) DIAMETER - 171 (6-3/4”) EMBEDMENT
2. ANCHORS LOCATED OUTSIDE THE BUILDING ENVELOPE'S VAPOUR BARRIER TO BE HOT DIP GALVANIZED
3. CONCRETE TO BE MINIMUM 28 DAYS OLD AT THE TIME OF ANCHOR INSTALLATION.
4. USE DRILLING AND INSTALLATION TOOLS AND PROCEDURES PER MANUFACTURERS' RECOMMENDATIONS.
5. DO NOT CUT REINFORCEMENT TO ACCOMMODATE DRILLED ANCHORS AND DOWELS.
6. WHEN OBSTRUCTIONS PREVENT DRILLING HOLES IN SPECIFIED LOCATIONS TO THE REQUIRED DEPTH,
RELOCATE AT NO EXTRA COST TO THE CONTRACT. OBTAIN WSP-S APPROVAL OF NEW LOCATIONS BEFORE
DRILLING HOLES. FILL ALL ABANDONED HOLES WITH MIN. 30MPa GROUT. DO NOT TIGHTEN ANCHORS UNTIL
GROUT IN ADJACENT ABANDONED HOLES REACHES 75% fc'.
STRUCTURAL STEEL
1. CONFORM TO CSA S16 “LIMIT STATES DESIGN OF STEEL STRUCTURES”.
2. FABRICATOR TO BE CERTIFIED BY THE CANADIAN WELDING BUREAU UNDER REQUIREMENTS OF CSA W47.1,
DIVISION 1 OR 2, AND/OR CSA W55.3.
3. WELDERS TO BE CWB CERTIFIED. WELDING TO BE IN ACCORDANCE WITH CSA W59.
4. MATERIALS (TO CSA G40.21 UNLESS NOTED OTHERWISE):
- WIDE FLANGE SECTIONS, CHANNELS AND ANGLES: GRADE 350W
- PLATES, BARS: GRADE 300W
- HOLLOW STRUCTURAL SECTIONS (HSS): 350W CLASS “C” OR “H”; OR ASTM A500 GRADE C; OR ASTM
A1085 GRADE 50 (345 MPa)
- GALVANIZED HSS: 350W CLASS H; OTHER GRADES TO BE STRESS RELIEVED PRIOR TO GALVANIZING
- BOLTS, NUTS AND WASHERS: ASTM F3125, GRADE A325
- ANCHOR RODS: GRADE 300W; OR ASTM F1554 GRADE 36
- SHOP PAINT: CISC/CPMA 1-73A
- SHOP PRIMER PAINT: CISC/CPMA 2-75
- ZINC-RICH PAINT (ZRP) COATING: SSPC PAINT SPECIFICATION NO. 20
- HOT DIP GALVANIZING: ASTM A123/A123M
- HEADED STUDS: CSA W59, TYPE B, MIN Fy = 350MPa. LENGTHS OF STUDS GIVEN ON DRAWINGS ARE THE
LENGTHS AFTER WELDING.
- WELDING MATERIALS: CSA W48 AND CSA W59
5. SHOP DRAWINGS FOR STRUCTURAL STEEL, STEEL CONNECTIONS, AND STEEL JOISTS TO BE SIGNED AND
SEALED BY A PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR DESIGN, RETAINED BY THE CONTRACTOR
AND REGISTERED IN THE PLACE THE PROJECT IS LOCATED. ENGINEER TO CARRY MINIMUM $1,000,000 IN
LIABILITY INSURANCE.
6. DO NOT SPLICE SECTIONS WITHOUT PRIOR ACCEPTANCE BY THE CONSULTANT AND SUBMISSION OF
PERTINENT SHOP DRAWINGS. ACCEPTED SPLICES TO DEVELOP THE FULL MOMENT CAPACITY OF THE
SECTION. EACH SPLICE TO BE GIVEN A NON-DESTRUCTIVE TEST BY AN INDEPENDENT INSPECTION
COMPANY ACCEPTABLE TO WSP-S. TESTING TO BE AT THE CONTRACTOR'S EXPENSE. EVALUATE RESULTS
IN ACCORDANCE WITH CSA W59 AND REPORT TO WSP-S.
7. DO NOT CUT HOLES OR OTHERWISE MODIFY STRUCTURAL MEMBERS ON SITE.
8. PROTECT COMBUSTIBLE MATERIALS AND FINISHES DURING WELDING OPERATIONS.
9. UNLESS OTHERWISE NOTED, CLEAN STEEL TO SSPC SP1 (SOLVENT CLEANING) AND APPLY ONE COAT OF
SHOP PAINT.
10. CLEAN STEEL WHICH WILL RECEIVE A FINISHED COAT OF PAINT ON SITE TO SSPC SP7 (BRUSH OFF BLAST
CLEANING) AND APPLY SHOP PRIMER.
11. CLEAN STEEL WHICH WILL RECEIVE ZRP TO SSPC SP10 (NEAR WHITE BLAST CLEANING), AND APPLY ZINC
RICH PRIMER.
12. ALL STEEL LOCATED OUTSIDE THE BUILDING ENVELOP'S VAPOUR BARRIER TO BE HOT DIPPED GALVANIZED.
13. CLEAN SURFACES DOWN TO BARE METAL AND APPLY TWO COATS OF TOUCH-UP ZRP TO ANY GALVANIZED
OR ZRP SURFACE THAT HAS BEEN DAMAGED OR FIELD WELDED.
14. PROVIDE VENT HOLES IN HSS SECTIONS WHERE REQUIRED FOR GALVANIZING PROCESS. MAXIMUM SIZE 16
(5/8”) DIAMETER. FILL WITH VENT HOLE PLUGS AFTER GALVANIZING.
15. PROVIDE ALL ERECTION BRACING REQUIRED TO KEEP THE STRUCTURE STABLE AND IN ALIGNMENT DURING
CONSTRUCTION.
16. PREMIXED GROUT: NON-SHRINK, MINIMUM STRENGTH 40 MPa AT 28 DAYS.
17. INSTALL GROUT UNDER BASE PLATES AS SOON AS STEEL WORK IS COMPLETE, IN ACCORDANCE WITH
MANUFACTURER'S DIRECTIONS. PROVIDE 100% CONTACT OVER GROUTED AREA. DO NOT APPLY ANY LOADS
TO THE STEELWORK BEFORE GROUT ACHIEVES SUFFICIENT STRENGTH.
INSPECTION AND TESTING
1. PROVIDE INSPECTION REPORTS PREPARED BY AN INDEPENDENT INSPECTION AND TESTING AGENCY FOR
THE SCOPES LISTED BELOW.
2. MAKE ONE STANDARD TEST FOR EACH 50 CUBIC METRES OF CONCRETE, BUT NOT LESS THAN ONE TEST
FOR CONCRETE CAST EACH DAY. PROVIDE A GROUP OF THREE CONCRETE CYLINDERS FOR EACH
STANDARD CONCRETE TEST IN ACCORDANCE WITH CSA A23.1 AND 2.
3. STRUCTURAL STEEL INSPECTION REPORTS TO INCLUDE VERIFICATION OF SPECIFIED MEMBER SIZES AND
TOLERANCES AND INSPECTION OF WELDING AND BOLTING. INSPECTOR TO REVIEW WELDERS' CWB
CERTIFICATION.
FIRE PREVENTION
EAST COMMAND
1 2017/11/08 Issued For 75% Client Review
WSP Canada Inc.
600 Cochrane Drive, 5th Floor
Markham, ON L3R 5K3
t. 905-475-7270
f. 905-475-5994
wspgroup.ca
© 2017 WSP CANADA INC.
UNAUTHORIZED USE IS PROHIBITED
2 2018/04/04 Issued For Tender
3 2018/05/31 Issued For Permit
4 2018/08/28 Re-Issued For Tender
5 2019/01/22 Issued For Tender
S-1
1
S-2
NEW CONCRETE PAD
BOLLARDS REFER
TO DETAIL
TC-FDN-61 ON THIS
DWG. (TYPICAL)
NEW GENERATOR
REFER TO ELECTRICAL
DRAWINGS
150
100
0
15
0
150
2800
150
GENSET ENCLOSURE
1750LBS
125
0
2850
PART PLAN
1 : 50
NOTE:
1. REMOVE CONCRETE PAVEMENT AS REQUIRED TO
CONSTRUCT THE CONCRETE PAD AND BURY THE CONDUITS.
THE SUBGRADE CONDITION SHOULD BE INSPECTED AND
APPROVED BY GEOTECHNICAL ENGINEER. REINSTATE
CONCRETE PAVEMENT AROUND NEW CONCRETE PAD AND
PROVIDE 1% SLOPE TO LEAD THE WATER AWAY FROM
CONCRETE PAD.
2. PROVIDE 60 CONCRETE COVER FOR REINFORCEMENT.
3. TRENCH EXCAVATION AND BACK FILL SHOULD BE UNDER
THE SUPERVISION OF GEOTECHNICAL ENGINEER.
4. COMPACT THE CRUSHER-RUN LIMESTONE OR EQUIVALENT
TO 100% MAXIMUM STANDARD PROCTOR DRY DENSITY.
CONCRETE
PAD
30
0
50 STYROFOAM RIGID
INSULATION OR EQUIVALENT
200 THICK 20 CRUSHER-RUN
LIMESTONE
600 MIN
NEW CONCRETE
PAVEMENT
1%
1
1 : 20 S-2
SECTION
15@200
T&BEW
10@200 U-BAR
AROUND PERIMETER
600
EXISTING
BUILDING
EXIST CONCRETE
PAVEMENT
150
NEW
GENSET ENCLOSURE
S-2
FIRE PREVENTION
EAST COMMAND
1 2017/11/08 Issued For 75% Client Review
WSP Canada Inc.
600 Cochrane Drive, 5th Floor
Markham, ON L3R 5K3
t. 905-475-7270
f. 905-475-5994
wspgroup.ca
© 2017 WSP CANADA INC.
UNAUTHORIZED USE IS PROHIBITED
2 2018/04/04 Issued For Tender
3 2018/05/31 Issued For Permit
4 2018/08/28 Re-Issued For Tender
5 2019/01/22 Issued For Tender
1.51.00
SCALE 1:20
0.50.750.50
SCALE 1:10
0.25 430
SCALE 1:50
0.5 1 2
