electrical drawing list...automatic transfer switch (ats) fire alarm symbols symbol description...

APPROXIMATE LOCATION OF

NEW NATURAL GAS GENERATOR

PAGE AVE

FIRE STATION #422

590 JANE ST,

TORONTO

APPROXIMATE LOCATION OF EXISTING

ELECTRICAL ROOM ON GROUND FLOOR

JA

NE

S

T


EXISTING GAS CONNECTION

EXISTING FENCE

E-1

OVERALL SITE PLAN, SEQUENCE

OF IMPLEMENTATION, DRAWING

LIST AND SYMBOL LEGEND -

ELECTRICAL

FIRE STATION No.422

WSP PROJECT No.: 17M-01922-00-003

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 2018/05/31 Issued For Permit

4 2018/05/31 Issued For ESA

5 2018/08/28 Re-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 - ELECTRICALAS NOTED

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

EMERGENCY LIGHT. REFER TO SPECIFICATIONS FOR DETAILS.

LIGHTING SYMBOLS

DESCRIPTIONSYMBOL

SINGLE LINE DIAGRAM SYMBOLS

AUTOMATIC TRANSFER SWITCH (ATS)

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.

FUSE DISCONNECT SWITCH.

LINE OR LOW VOLTAGE CABLE IN CONDUIT.

LINE OR LOW VOLTAGE CABLE IN CONDUIT.

WP

AUTOMATIC HEAT DETECTOR, FIXED TEMPERATURE TYPE 200°F (93.3°C) RATED 625ft (58m ) COVERAGE.

SITE PLAN

1

E-1

SCALE: N.T.S.

TRUCK AREA

BOILER /ELECTRICALROOM

LOCKER ROOM

WASHROOM

MONITORING

OFFICE

EXISTING MECHANICAL EQUIPMENT OUTLET, CONTRACTOR TO

COORDINATE WITH MECHANICAL CONTRACTOR AND VERIFY.

REPORT BACK TO CONSULTANT ANY CONCERNS FOR IT.

1000

3000

(INLET SIDE)

(DISCHARGE SIDE)

EPO

WP/ CG

APPROXIMATE LOCATION OF EXISTING CATCHBASIN.

UNDERGROUND CONDUITS TO TRANSITION TO SURFACE MOUNT ONTO BUILDING EXTERIOR

SURFACE, GOING UP AND RUNNING INTO BUILDING TO EQUIPMENT. APPROXIMATE ROUTING

AND ENTRY LOCATION INTO BUILDING. CONTRACTOR TO COORDINATE WITH SITE CONDITION

AND VERIFY PRIOR TO START OF WORK. REFER TO SINGLE LINE FOR MORE INFORMATION.

EPO PROVIDED WITH GENERATOR ENCLOSURE

NEW NATURAL GAS GENERATOR IN AN OUTDOOR SKIN-TIGHT ACOUSTICAL

ENCLOSURE, REFER TO SINGLE LINE FOR GENERATOR DETAILS.

APPROXIMATE UNDERGROUND CONDUITS ROUTING, CONTRACTOR TO COORDINATE AND VERITY

EXACT ROUTING PRIOR TO START OF WORK. INCLUDE ALL ASSOCIATED ACCESSORIES FOR

EXAMPLE OPENINGS, OFFSETS, AND ETC FOR A COMPLETE INSTALLATION. REFER TO DETAIL 2 OF

E-2 FOR MORE INFORMATION.

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.

OUTLINE OF NEW CONCRETE PAD.

REFER TO STRUCTURAL DRAWINGS.

1100

3600

CONDUITS WITHIN BUILDING

TO ELECTRICAL EQUIPMENT.

REFER TO SINGLE LINE FOR

DETAILS.

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.

GENERATOR SHORE POWER PANEL

PROVIDED WITH GENERATOR ENCLOSURE.

EXISTING FENCE.

CLEARANCE TO GENERATOR(TYPICAL)

7.5m

Ja

ne

S

t

CONTRACTOR TO PROVIDE NEW

OPENING TO SUIT CONDUITS ENTRY.

600

FIRE STATION 422

590 JANE ST, 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

EPO

GENERATOR CONTROL PANEL AND EPO.

PROVIDED WITH GENERATOR ENCLOSURE.

E-2

PART SITE PLAN AND DETAILS -

ELECTRICAL

FIRE STATION No.422

WSP PROJECT No.: 17M-01922-00-003

WSP Canada Inc.


Markham, ON L3R 5K3

t. 905-475-7270

f. 905-475-5994

wspgroup.ca







GROUND FLOOR PART SITE PLAN - NEW OUTDOOR GENERATOR LAYOUT

1

E-2

SCALE: 1:100

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

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.

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.

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

(TYPICAL), REFER TO SINGLE LINE

FOR DETAILS.

190mm

POWER

SPARE

CONTROL

190mm

190mm

RIGID PVC CONDUITS FOR

CONTROL(TYPICAL), REFER TO

SINGLE LINE FOR DETAILS.

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.

190mm

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


LOCKER ROOM

MONITORING

OFFICE

EXISTING TORONTO HYDRO

METER ASSEMBLY

EXISTING MAIN DISCONNECT

SWITCH

EXISTING MAIN POWER PANEL

EXISTING SPLITTER

EXISTING MECHANICAL

WATER TANK.

E

E

E

D

E

EXISTING CABLE AND CONDUIT

TO BE REMOVED. REFER TO

SINGLE LINE FOR DETAIL.

E

EXISTING FLOOR DRAIN

EXISTING MECHANICAL PIPE


LOCKER ROOM

MONITORING

OFFICE

CONDUITS RUNNING UPHIGH WITHIN

BUILDING TO EQUIPMENT. REFER TO

SINGLE LINE FOR DETAILS.

NEW 400A DISCONNECT SWITCH,

REFER TO SINGLE LINE FOR DETAILS.

NEW REMOTE EMERGENCY LIGHT C/W BATTERY UNIT AND HEADS.

PROVIDE NEW 15A-1P LOCK TYPE CIRCUIT BREAKER FROM EXISTING

MAIN POWER PANEL CCT#63 AND FEED WITH 2#12+G IN 16mmC.

EXISTING FLOOR DRAIN

EXISTING MECHANICAL PIPE

EXISTING TORONTO HYDRO

METER ASSEMBLY

EXISTING MAIN DISCONNECT

SWITCH

EXISTING MAIN POWER PANEL

EXISTING SPLITTER

CONDUIT FOR GENERATOR CONTROL CIRCUIT WIRING.

TO GENERATOR SHORE

POWER PANEL, REFER TO

SINGLE LINE FOR DETAIL.

CONDUIT FOR GENERATOR

POWER CIRCUIT WIRING.

EPO

NEW GENERATOR

ANNUNCIATOR PANEL

EXISTING MECHANICAL WATER TANK.

Mininum 1m CLEARANCE REQUIRD

FOR NEW "ATS-1" AS PER OESC.

REFER TO DETAIL 1 ON E-2

FOR CONTINUATION.

NEW FLOOR MOUNTED AUTOMATIC TRANSFER

SWITCH "ATS-1", REFER TO SINGLE LINE FOR

DETAILS.

E

E

E

E

E

100mm THICK CONCRETE

HOUSEKEEPING PAD

CONTRACTOR TO PROVIDE

NEW OPENING TO SUIT

CONDUITS ENTRY.


NEW OPENING TO SUIT

CONDUITS ENTRY.


NEW OPENING TO SUIT

CONDUITS ENTRY.

CLEARANCE REQUIRED FOR EXISTING TORONTO HYDRO

METER ASSEMBLY AS PER OESC AND TORONTO HYDRO.

BE RESPONSIBLE TO MODIFY

EXISTING CEILING, WALL AND

DEVICES ON CEILING AS

REQUIRED TO

ACCOMMODATE CONDUIT

ROUTING AND BOX WITHIN

CEILING OR WALL SPACE.

UPON COMPLETION, REPAIR,

PATCH, REINSTALL, AND

PAINT CEILING AND WALL AS

REQUIRED TO RESTORE

CEILING, WALL AND DEVICES

THAT ARE ORIGINALLY ON

CEILING AND MAKE GOOD.

E-3

EXISTING ELECTRICAL ROOM AND

NEW WORK GENERATOR LAYOUT -

POWER AND SIGNALS -

ELECTRICAL

FIRE STATION No.422

WSP PROJECT No.: 17M-01922-00-003

WSP Canada Inc.


Markham, ON L3R 5K3

t. 905-475-7270

f. 905-475-5994

wspgroup.ca







GROUND FLOOR PART PLAN - DEMOLITION PLAN

1E-3

SCALE: 1:50

GROUND 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 CONDUITS 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.

5COORDINATE 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.CONTRACTOR TO COORDINATE AND VERIFY WITH ELECTRICAL EQUIPMENT SHOP DRAWING AND SITE CONDITION PRIOR

TO START OF WORK TO ENSURE ELECTRICAL EQUIPMENT IS PROPERLY LOCATED AS PER OESC.

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

GENERAL NOTES:

1

6

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).

M

EXISTING INCOMING ELECTRICAL SERVICE

ENTRANCE 120/240V, 1 PHASE, 3 WIRE.

E

E

EXISTING TORONTO

HYDRO METER

EXISTING

120/240V, 400A,

MAIN POWER

PANEL

80kW

80KW/80kVA, 120/240V, 1PH, 3W, NEW OUTDOOR NATURAL GAS

GENERATOR CONTAINERIZED IN SKIN-TIGHT ACOUSTICAL

ENCLOSURES . REFER TO SPECIFICATION FOR DETAILS.

EPO

WP

CG

400A-2P

NEW 100A, 120/240V, 1Ø, 3W SHORE PANEL INCLUDED IN

GENERATOR ENCLOSURE.

D

NEW ONE-WAY BYPASS

AUTOMATIC TRANSFER SWITCH

'ATS-1', 120/240V, 400A, 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.

EXISTING CONTROL ROOM

60A-2P

GENERATOR BREAKER.

EXISTING 400A MAIN

DISCONNECT SWITCH

E

PROVIDE NEW 60A-2P BREAKER AT MAIN POWER PANEL IN ELECTRICAL ROOM, CCT#69, 71 FORGENERATOR SHORE POWER PANEL CONNECTION.

SEE NOTE 5.

3#4+G, 53mmC

DISCONNECT SWITCH

400A-2P

U/F

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.

2ENSURE ELECTRICAL EQUIPMENT ARE BONDED TO GROUND PROPERLY AS PER OESC

REQUIREMENT.

4

5

CONDUCTOR TO BE OVERSIZED TO SUIT VOLTAGE DROP AS PER OESC.

3

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.

CONTROL WIRING FOR EPO BUTTON AND

GENERATOR ANNUNCIATOR PANEL IN 53mmC

CONDUIT, COORDINATE WITH EQUIPMENT

MANUFACTURER RECOMMENDATION FOR

EXACT REQUIREMENTS.

SEE NOTE 1.

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.

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.

3#600MCM+G, 100mmC

3#600MCM+G, 91mmC

3#600MCM+G, 91mmC

3#600MCM+G, 91mmC

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 STATION No.422

WSP PROJECT No.: 17M-01922-00-003

WSP Canada Inc.


Markham, ON L3R 5K3

t. 905-475-7270

f. 905-475-5994

wspgroup.ca







1

2016/11/23 Revised with ECN#1

APPROXIMATE LOCATION

OF NEW NATURAL GAS

GENERATOR

FIRE STATION #422

(590 JANE ST.)


EXISTING GAS METER AND

REGULATOR ASSEMBLY

EXISTING RTU

EXISTING RTU

G

EXISTING GAS LINE

ON ROOF TO REMAIN

NEW GAS LINE TO

GENERATOR SET

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

SUMMARY OF GAS ITEMS WITHIN BUILDING:

RADIANT TUBE HEATERS - 360 CFH

BOILER - N/A

ROOF TOP UNITS - 210 CFH

DOMESTIC HOT WATER HEATER 156 CFH

DOMESTIC 4 BURNER RANGE - 30 CFH

BBQ - 75 CFH

TOTAL EXISTING CONNECTED LOAD = 831 CFH

NEW 80 KW GENERATOR = 1,084 CFH

NEW CONNECTED LOAD = 1,915 CFH

2M-1

SCALE: N.T.S.

GRADE

50ø

EXISTING

GAS METER

343476SE

EXISTING INCOMING GAS

SERVICE FOR A NEW

CONNECTED LOAD OF 1,915 CFH

G

PROVIDE SIGNAGE STATING

"EMERGENCY GENERATOR

DO NOT SHUT OFF"

50ø

50ø

TO NEW PAD MOUNTED

EMERGENCY GAS

GENERATOR (1,084 CFH)

50ø

PLUG - TYPE VALVE COMPLETE

WITH LIMIT SWITCH

TO ROOF EQUIPMENT

TO EQUIPMENT WITHIN

BUILDING

65ø

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.

80 Kw

EMERGENCY

GENERATOR

(1084 CFH)

FLEXIBLE

CONNECTION

CONNECT INTO EXISTING

PLUG - TYPE SHUT OFF VALVE

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

M-1

FIRE STATION No.422

WSP PROJECT No.: 17M-01922-00-003

WSP Canada Inc.


Markham, ON L3R 5K3

t. 905-475-7270

f. 905-475-5994

wspgroup.ca


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: 1:200

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

OT

HE

R

170 ± 20

80 ± 30

UNSHRINKABLE FILL

LEAN MIX CONCRETE8

MAX 0.40

0.70

80 ± 30

CO

NC

RE

TE

N

OT

EX

PO

SE

D T

O D

E-IC

IN

G

CH

EM

IC

ALS

O

R F

RE

EZ

IN

G

AN

D T

HA

WIN

G U

/N

SKIM SLABS15 0.50

40 ± 20

40 ± 20

CO

NC

RE

TE

E

XP

OS

ED

T

O

DE

-IC

IN

G C

HE

MIC

ALS

WIT

H/W

IT

HO

UT

F

RE

EZ

IN

G

AN

D T

HA

WIN

G

NON STRUCTURAL TOPPINGS

(EXPOSED TO FREEZING

AND THAWING)

32

OT

HE

R

SIDEWALKS, CURBS,

PAVING SLABS

30

0.45

a

5-8 C-2

0.45

a

5-8 C-2

80 ± 30

CONCRETE PAD

FO

OT

IN

GS

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

TG-ABBR-01DRAWING ABBREVIATIONS

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

017

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 = 1.12 kPa x Is

11. RAIN: 24 HOUR RAINFALL = 97 mm

12. WIND : q50 = 0.44 kPa; Iw (ULS) = 1.25; Iw (SLS) = 0.75

13. SEISMIC

Sa (0.2) = 0.22 Rd = 1.5 IeFaSa(0.2) =0.429

Sa (0.5) = 0.13 Ro = 1.3

Sa(1.0) = 0.067 Ie = 1.5

Sa(2.0) = 0.021 SITE CLASSIFICATION =D

PGA = 0.120

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



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.

S-1

GENERAL NOTES

STRUCTURAL

FIRE STATION No.422

PROJECT No.: 17M-01922-00-003

WSP Canada Inc.


Markham, ON L3R 5K3

t. 905-475-7270

f. 905-475-5994

wspgroup.ca

© 2017 WSP CANADA INC.

UNAUTHORIZED USE IS PROHIBITED




4 2018/08/28 Re-Issued For Tender


1

S-2

NEW CONCRETE PAD

NEW GENERATOR

REFER TO ELECTRICAL

DRAWINGS

150

3600

150

150

1100

150

GENSET ENCLOSURE

3380LBS

2850

BOLLARDS REFER

TO DETAIL

TC-FDN-61 ON THIS

DWG. (TYPICAL)

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

300

50 STYROFOAM RIGID

INSULATION OR EQUIVALENT

200 THICK 20 CRUSHER-RUN

LIMESTONE

600 MIN

EXIST CONCRETE

PAVEMENT

NEW CONCRETE

PAVEMENT

1%

150

1

1 : 20 -

SECTION

15@200

T&BEW

10@200 U-BAR

AROUND PERIMETER

600

NEW

GENSET ENCLOSURE

S-2

PART PLAN AND DETAILS

STRUCTURAL

FIRE STATION No.422

PROJECT No.: 17M-01922-00-003

WSP Canada Inc.


Markham, ON L3R 5K3

t. 905-475-7270

f. 905-475-5994

wspgroup.ca

© 2017 WSP CANADA INC.

UNAUTHORIZED USE IS PROHIBITED




4 2018/08/28 Re-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

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