electrical drawing list 3/4

APPROXIMATE LOCATION OF

EXISTING ELECTRICAL CABINET

DUFFERIN STREET

DU

PO

NT

S

TR

EE

T

HA

LLA

M S

TR

EE

T

GLADSTONE AVE.

APPROXIMATE LOCATION OF NEW

OUTDOOR NATURAL GAS GENERATOR


EXISTING BOILER ROOM

E-1

SITE PLAN, DETAILS, SEQUENCE

OF IMPLEMENTATION, DRAWING

LIST AND SYMBOL LEGEND -

ELECTRICAL

FIRE STATION No.345

MMM Group Limited100 Commerce Valley Drive West

Thornhill, ON L3T 0A1

t. 905-882-1100

f. 905-882-0055

www.mmm.ca

1 2016/08/18 Issued For 75% Client Review

2 2016/09/21 Issued For Permit & Tender

3 2016/11/28 Issued For Tender - Rev.1

ELECTRICAL DRAWING LIST

SITE PLAN, DETAILS, 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

N.T.S.ELECTRICAL SINGLE LINE DIAGRAM.

E-2 AS NOTED

SITE PLAN

1

E-1

SCALE: N.T.S.

PLAN VIEW

ELEVATION

50 DURO MASON SUPER W PAD

1/4" STEEL PLATES

SCALE: N.T.S.

SCALE: N.T.S.

SCALE: N.T.S.

OUTLINE OF GENERATOR BASE

61"

44"35"

"X

"

"X"

3/4"

2"

2"

4"

18"

3/4"

3/4"

18"

4"

2"

2"

3/4"

GENERATOR BASE (ISOLATION LAYOUT)

SUPER W PAD (ISOLATION DETAIL)

SUPER W PAD W/ HOLE (ISOLATION DETAIL)

PLAN VIEW

ELEVATION

REFER TO SHOP

DRAWINGS

4"x18" 50 Duro Super W Pad Isolators

ISOLATION DETAIL

2

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:

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

2

EX

AUTOMATIC HEAT DETECTOR 15°F (8.3°C) RATE OF RISE AND FIXED

TEMPERATURE TYPE 135°F (57°C) RATED AT 2500 FT (232m ) COVERAGE.

"EX" WHERE SHOWN, DENOTES EXPLOSION PROOF.

2

FLAME DETECTOR CEILING MOUNTED TYPE.

F

D

END OF LINE RESISTOR FOR FIRE ALARM SYSTEM.

DRY TYPE STEP DOWN TRANSFORMER.

MOLDED CASE CIRCUIT BREAKER.

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

FUSE DISCONNECT SWITCH.

LINE OR LOW VOLTAGE CABLE IN CONDUIT.


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.

AutoCAD SHX Text

DATE: 2016/07/20

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

PROJECT :

AutoCAD SHX Text

CLIENT : - CITY OF TORONTO

AutoCAD SHX Text

CONSULTANT

AutoCAD SHX Text

THIS DRAWING ARE NOT TO BE SCALED. REFER TO APPROPRIATE SURVEY, STRUCTURAL, MECHANICAL, ELECTRICAL, LANDSCAPE, ETC. CONSULTANT DRAWINGS BEFORE PROCEEDING WITH THE WORK. CONSTRUCTION MUST CONFORM TO ALL APPLICABLE CODES AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. THE CONTRACTOR WORKING FROM DRAWINGS NOT SPECIFICALLY MARKED "FOR CONSTRUCTION" MUST ASSUME FULL RESPONSIBILITY AND BEAR COSTS FOR ANY CORRECTIONS OR DAMAGES RESULTING FROM HIS WORK. THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS PROVIDED BY AND IS THE PROPERTY OF THE ARCHITECT. THE CONTRACTOR SHALL VERIFY AND ACCEPT RESPONSIBILITY FOR ALL DIMENSIONS AND CONDITIONS ON SITE AND SHALL NOTIFY THE APPROPRIATE CONSULTANT OF ANY VARIATIONS FROM THE SUPPLIED INFORMATION.

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

TRUE NORTH

AutoCAD SHX Text

CONSTRUCTON NORTH

AutoCAD SHX Text

No.

AutoCAD SHX Text

Date

AutoCAD SHX Text

Description

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

1285 DUFFERIN STREET

AutoCAD SHX Text

TORONTO, ONTARIO, CANADA

AutoCAD SHX Text

- EMERGENCY SERVICES

AutoCAD SHX Text

Metro Hall City of Toronto

AutoCAD SHX Text

2nd floor, 55 John St.,

AutoCAD SHX Text

Toronto, Ontario M5V 3C6

AutoCAD SHX Text

CLIENT

AutoCAD SHX Text

ADDRESS :

AutoCAD SHX Text

MMM PROJECT No.: 1816292-001

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

No.

AutoCAD SHX Text

Date

AutoCAD SHX Text

Description

AutoCAD SHX Text

I.Z.

AutoCAD SHX Text

D.L.

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

ER

AutoCAD SHX Text

ER

AutoCAD SHX Text

RR

AutoCAD SHX Text

EOL

AutoCAD SHX Text

RR

AutoCAD SHX Text

RR

AutoCAD SHX Text

RR

NEW NATURAL GAS GENERATOR IN AN

OUTDOOR SKIN-TIGHT ACOUSTICAL

ENCLOSURE, REFER TO SINGLE LINE

FOR GENERATOR DETAILS.

(IN

LE

T S

ID

E)

(D

IS

CH

AR

GE

S

ID

E)

37

00

1100

1500

EPO

WP/CG

GENERATOR SHORE

PANEL. PROVIDED WITH

GENERATOR ENCLOSURE.

EPO PROVIDED WITH


CONDUIT WITHIN BUILDING TO

ELECTRICAL EQUIPMENT

UNDERGROUND CONDUITS TO TRANSITION TO

SURFACE MOUNT ONTO BUILDING SURFACE, GOING

UP AND RUNNING TO ELECTRICAL EQUIPMENT.

EXISTING ELECTRICAL CABINET

EXISTING BOILER ROOM

EPO

NEW PANEL

GENERATOR

ANNUNCIATOR

CONDUITS FROM ELECTRICAL

CABINET TO ATS-1 AND

TRANSFORMER TX-1, REFER TO

SINGLE FOR DETAILS

CONDUIT TO

GENERATOR

SHORE PANEL

15

00

1 SPARE DUCT WITH PULL STRING

CAPPED AT BOTH END FOR FUTURE USE

CONDUITS SURFACE MOUNT ONTO

BUILDING SURFACE RUNNING TO

ELECTRICAL EQUIPMENT.

OUTLINE OF NEW CONCRETE PAD.

REFER TO STRUCTURE DRAWINGS.

PROTECTIVE BOLLARD WITH CONCRETE.

REFER TO STRUCTURAL DRAWINGS.

(TYPICAL), ENSURE BOLLARD NOT

BLOCKING GENSET DOOR SWING.

EX

IS

TIN

G F

EN

CE

EXISTING FENCE

7m

1389

88

9

50

0

1000

UNDERGROUND CONDUITS


CONDUITS ENTRANCE TO BUILDING,

PROVIDE ALL OPENINGS AS

REQUIRED FOR A COMPLETE

INSTALLATION.

18.5m


CONDUITS PENETRATION TO WALL,



INSTALLATION.

REFER TO DETAIL 2 OF E-1

FOR ISOLATION DETAILS.

1

2

3

4

5

6 EXISTING SPLITTER IN RELOCATED LOCATION

EXISTING SWITCH IN RELOCATED LOCATION

R

3

2

1

6

4

5

RR

R

R

R





CONDUITS TO

ELECTRICAL

CABINET, REFER

TO SINGLE FOR

DETAILS

CONDUITS FROM

GENERATOR

CONDUIT WITHIN

BUILDING TO ELECTRICAL

EQUIPMENT

TO EPO

7

8 9

7 NEW ATS-1, REFER TO SINGLE FOR DETAILS

8

NEW U/F DISCONNECT FOR ATS-1, REFER TO

SINGLE FOR DETAILS

9

10

NEW REMOTE EMERGENCY BATTERY UNIT c/w HEADS.

PROVIDE NEW 15A-1P LOCK TYPE CIRCUIT BREAKER

FROM NEAREST AVAILABLE PANEL AND FEED WITH

2#12+G IN 16mmC.

CONDUIT TO

GENERATOR

SHORE PANEL

CONDUITS TO

GENERTOR

NEW DRY TYPE TRANSFORMER TX-1, MOUNTED UPHIGH

ON THE WALL TO FREE THE SPACE BELOW FOR OTHER

NEW EQUIPMENT, REFER TO SINGLE LINE FOR DETAIL

10

TO GENERATOR

ANNUNCIATOR

PANEL

E

E

5

4

3

E

M

2

1

NEW FUSED SWITCHBOARD, REFER TO SINGLE LINE FOR DETAILS

1

2

3

4

5

6

7

8

9

EXISTING ROOF TOP UNIT 'NORTH UNIT'

EXISTING EXHAUST FAN 'EF-1'

NEW THES METER, REFER TO SINGLE LINE FOR DETAILS.

NEW 600V SPLITTER, REFER TO SINGLE LINE FOR DETAILS.

ER

ER

ER

6

8

NEW 600V SERVICE ENTRANCE RATED DISCONNECT SWITCH ,REFER

TO SINGLE LINE FOR DETAILS.

EXISTING ROOF TOP UNIT 'SOUTH UNIT'

NEW FUSED DISCONNECT FOR CIRCUIT FEEDING NEW

TRANSFORMER "TX-1", REFER TO SINGLE LINE FOR DETAILS.

EXISTING DOOR OPENING

7

CONDUIT TO

GENERATOR

SHORE PANEL

EXISTING SERVICE ENTRANCE DUCTS

9

CONDUITS TO

ATS-1

CONDUIT FROM

TRANSFORMER

TX-1

CONDUIT TO

TRANSFORMER

TX-1

10

UNFUSED DISCONNECT SWITCH FOR NEW FUSED SWITCHBOARD,

REFER TO SINGLE LINE FOR DETAILS.

10

ER

E

E

5

4

3

E

M

M

8

2

1

7

EXISTING 120/240V FUSED SWITCHBOARD

1

2

3

4

5

6

7

8

9

EXISTING ROOF TOP UNIT 'NORTH UNIT'

EXISTING EXHAUST FAN 'EF-1'

EXISTING THES METER

EXISTING SPLITTER

D

D

ER

ER

ER

ER

6

9

EXISTING 600V SERVICE DISCONNECT SWITCH

EXISTING ROOF TOP UNIT 'SOUTH UNIT'

EXISTING 120/240V SERVICE DISCONNECT SWITCH

EXISTING THES METER

EXISTING DOOR OPENING

D

ER

D

EXISTING SERVICE ENTRANCE DUCTS

10

10

E

ER

R

3

2

1

6

4

5

1

2

3

4

5

6 EXISTING SPLITTER

EXISTING SWITCH

EXISTING SWITCH

EXISTING SWITCH

EXISTING SWITCH

EXISTING SWITCH

RR

R

R

R

E-2

EXISTING BOILER, ELECTRICAL

ROOMS AND NEW WORK

GENERATOR LAYOUT - POWER

AND SIGNALS - ELECTRICAL

1st FLOOR PART PLAN

1E-2

SCALE: N.T.S.

FIRE STATION No.345



t. 905-882-1100

f. 905-882-0055

www.mmm.ca




1ALL EXISTING ELECTRICAL DEVICES ARE EXISTING TO REMAIN UNLESS OTHERWISE NOTED.

DEMOLITION NOTES:

2CAP OFF AND FIRE STOP ALL FLOOR/WALL CONDUIT STUB-UPS UPON REMOVAL OF FEEDERS.

EXISTING BOILER / ELECTRICAL - NEW WORK

4E-2

SCALE: N.T.S.

EXISTING ELECTRICAL CABINET - NEW WORK

5E-2

SCALE: N.T.S.

EXISTING ELECTRICAL CABINET -DEMOLITION

2E-2

SCALE: N.T.S.

EXISTING BOILER ROOM - DEMOLITION

3E-2

SCALE: N.T.S.

RED MARKING TAPE, THE FULL LENGTH

& WIDTH OF DUCT BANK, APPROXIMATE

HALF WAY BETWEEN THE INSTALLATION

AND GRADE LEVEL

DIRECT BURIED DETAIL

FINISHED GRADE

6

E-2

SCALE: N.T.S.

TRENCHING AND

BACKFILL AS REQUIRED.

TRENCH

MIN.

915

(36")

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 AND

CONTROL WIRING, REFER TO SINGLE

LINE FOR DETAILS.

190

190 190

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 SERVICES ARE DIAGRAMMATIC. BE RESPONSIBLE TO CONFIRM EXACT

ROUTING AND TERMINATIONS ON SITE PRIOR TO FABRICATION OR ROUGH-IN AND

INCLUDE FOR REQUIRED OFFSETS, TRANSITIONS 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.

3.

PROVISION OF ALL PENETRATIONS AND OPENINGS AS REQUIRED.4.

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.

5.

AutoCAD SHX Text

DATE: 2016/07/20

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

PROJECT :

AutoCAD SHX Text


AutoCAD SHX Text

CONSULTANT

AutoCAD SHX Text


AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

TRUE NORTH

AutoCAD SHX Text

CONSTRUCTON NORTH

AutoCAD SHX Text

No.

AutoCAD SHX Text

Date

AutoCAD SHX Text

Description

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

CLIENT

AutoCAD SHX Text

ADDRESS :

AutoCAD SHX Text


AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

No.

AutoCAD SHX Text

Date

AutoCAD SHX Text

Description

AutoCAD SHX Text

I.Z.

AutoCAD SHX Text

D.L.

M

EXISTING INCOMING

ELECTRICAL SERVICE

600/347V, 3 PHASE,

CONTRACTOR TO

VERIFY.

ER

D

D

EXISTING TORONTO HYDRO METER CABINET TO BE

REPLACED TO SUIT NEW 3Ø, 4W 100A SERVICE

ENTRANCE, COORDINATE/COMFIRM WITH

TORONTO HYDRO FOR ASSOCIATED WORK AND

EXACT REQUIREMENT AND PROVIDE ALL

ASSOCIATED ACCESSORIES AS REQUIRED TO

FACILITATE THE NEW INSTALLATION COMPLETELY.

ER

EXISTING MAIN SERVICE DISCONNECT SWITCH TO BE

REPLACED WITH NEW 600V, 200A, 3Ø, 4W MAIN SERVICE

ENTRANCE RATED DISCONNECT SWITCH WITH NEW

100A FUSE INSTALLED TO ACCOMMODATE THE NEW

INCOMING TORONTO HYDRO SERVICE NEUTRAL AND

ENSURE EQUIPMENT IS GROUNDED AND BONDED

PROPERLY AS PER OESC REQUIREMENTS. THE NEW

DISCONNECT SWITCH WILL BE RELOCATED AS

REQUIRED TO SUIT NEW INSTALLATION.

M

EXISTING INCOMING

120/240V, 400A, 1PH, 3W

ELECTRICAL SERVICE TO BE

REMOVED, SEE NOTE 3.

D

D

D

EXISTING THES

METER

D

EXISTING MAIN

SERVICE ENTRANCE

DISCONNECT SWITCH

120/240V, 400A

D

EXISTING FUSED SWITCHBOARD TO BE REMOVED

250V

30A

E

EXISTING

ROOF TOP

UNIT 'SOUTH

UNIT'

EEE

EE

EXISTING SPLITTER TO BE REPLACED

EXISTING

EXHAUST FAN

'EF-1'

D

EXISTING LOAD

ER

SERVICE ENTRANCE GROUNDING GRID

PROVIDED BY ELECTRICAL CONTRACTOR.

TYPICAL GROUND RODS FOR MAIN SERVICE ENTRANCE.

100kW

100KW/125kVA, 600/347V, 3PH, 4W, NEW OUTDOOR NATURAL GAS

GENERATOR CONTAINERIZED IN SKIN-TIGHT ACOUSTICAL

ENCLOSURES . REFER TO SPECIFICATION FOR DETAILS.

1#3/0 GROUND, GROUND ALTERNATOR "WYE POINT (NEUTRAL)

OF GENERATOR IN ACCORDANCE WITH CODE REQUIREMENTS

AND MANUFACTURER RECOMMENDATIONS.

BONDING GENERATOR NEUTRAL TO THE FRAME AND GROUND OF

THE GENERATOR IN ACCORDANCE WITH CODE REQUIREMENTS.

EPO

WP

CG

150A-3P

NEW 100A, 120/208V, 3Ø, 4W SHORE PANEL INCLUDED IN


4#4+G, 53mmC

D 4#1/0+G, 53mmC

NEW AUTOMATIC TRANSFER SWITCH

'ATS-1', 600/347V, 200A, 3PH, 4W

(4 POLE, SWITCHED NEUTRAL)

AUTOMATIC "OPEN TRANSITION"

TRANSFER SWITCH. I.C.=30kA RATED

4#1/0+G, 53mmC

100A-3P

F@90A

75kVA,

600V-208/120V

DRY-TYPE

TRANSFORMER

"TX-1"

4#350+G, 78mmC

3#3+G, 35mmC

REPLACE EXISTING SPLITTER WITH NEW

600V, 225A, 3Ø, 4W SPLITTER AND

RECONNECT ALL EXISTING LOAD

FEEDERS AND ENSURE ALL LOADS ARE

CONNECTED AND EQUALLY BALANCED.

4#2/0+G, 103mmC.

CONTROL WIRING FOR ATS

START/STOP IN 53mmC"

CONDUIT, COORDINATE

WITH MANUFACTURER

RECOMMENDATION FOR

EXACT CABLING & CONDUIT

REQUIREMENTS.

EPOGENERATOR

ANNUNCIATOR

PANEL,

SUPPLIED BY

GENERATOR

MANUFACTURER.

REPLACE EXISTING 120/240V, 400A, FUSED SWITCHBOARD WITH NEW 120/208V, 400A, 3Ø, 4W

FUSED SWITCHBOARD WITH ALL REQUIRED BRANCH CIRCUIT FUSED DISCONNECTS (AND

FUSE) SIZED TO SUIT EACH EXISTING LOAD. RECONNECT ALL EXISTING LOAD FEEDERS AND

ENSURE ALL LOADS ARE CONNECTED AND EQUALLY BALANCED.

SEE NOTE 1

FUSED DISCONNECT

EXISTING OFFICE

GENERATOR BREAKER. COORDINATE WITH COORDINATION

STUDY AND MANUFACTURE RECOMMENDATION. UPDATE

DOWNSTREAM DISTRIBUTION SYSTEM AS REQUIRED TO SUIT

IN ACCORDANCE WITH CODE REQUIREMENTS.

600V

30A

EXISTING

ROOF TOP

UNIT 'NORTH

UNIT'

600V

30A

600V,30A

10A FUSE

MAX

250V

30A

250V

30A

250V

30A

250V

200A

250V

100A

250V

100A

250V

60A

250V

SPARE

200A-3P

F@100A

EXISTING FUSED SWITCHBOARD TO BE REPLACED

WITH NEW FUSED SWITCHBOARD. RECONNECT ALL

EXISTING LOAD FEEDERS COMPLETELY.

SEE NOTE 4

BE RESPONSIBLE TO CONFIRM AND VALIDATE

ELECTRICAL CHARACTERISTICS FOR ALL EXISTING

DOWNSTREAM LOADS AND REPORT BACK TO

CONSULTANT THAT ANY CONCERNS FOR 230/240V

LOADS RECONNECTIONS TO NEW 208V DISTRIBUTION.

200A-3P

U/F

GENERAL NOTES:

1

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

3

COORDINATE/CONFIRM WITH TORONTO HYDRO FOR THE ASSOCIATED WORK OF REMOVING

THE EXISTING 120/240V HYDRO ELECTRICAL INCOMING SERVICES AND ITS ASSOCIATED

ACCESSORIES AND MAKE IT SAFE AS PER OESC.

4

6

EXISTING DISTRIBUTION SYSTEM SHOWN IS DIAGRAMMATIC TO SHOW THE DESIGN INTENT.

BE RESPONSIBLE TO CONFIRM/VERIFY IT PRIOR TO FABRICATION OR ROUGH-IN AND ENSURE

ALL EXISTING LOAD IS PICKED UP AND CONNECTED BALANCED BY THE NEW ELECTRICAL

DISTRIBUTION SYSTEM AND PROVIDE ALL ASSOCIATED ACCESSORIES AS REQUIRED TO


D

5

CONTROL WIRING FOR GENERATOR

ANNUNCIATOR PANEL IN 53mmC CONDUIT,

COORDINATE WITH GENERATOR

MANUFACTURER RECOMMENDATION FOR

EXACT REQUIREMENTS.

CONTROL WIRING FOR EPO BUTTON IN 53mmC CONDUIT,

COORDINATE WITH MANUFACTURER RECOMMENDATION

FOR EXACT REQUIREMENTS.

EXISTING

EQUIPMENT

60A-3P

F@60A

EXISTING

EQUIPMENT

EXISTING

EQUIPMENT

EXISTING

TRANSFORMER

EXISTING

PANEL "A"

EXISTING WORK

BENCH

EXISTING

EQUIPMENT

400A-3P

U/F

D

D

D

D

D D

D

D

D

D

D

D

D

D

D

D

EE

EXISTING UPSTAIR

PANEL "C"

NEW FUSED SWITCHBOARD400A, 120/208V, 3Ø, 4W + G I.C.=25KA

COORDINATE WITH TORONTO HYDRO FOR THE ASSOCIATED WORK OF UPGRADING THE EXISTING

600/347V 3PHASE SERVICE ENTRANCE INCLUDING SERVICE ENTRANCE CABLE REPLACEMENT WITH

NEW CABLE C/W SERVICE NEUTRAL TO SUIT 100A 3PHASE 4 WIRE SERVICE ENTRANCE, ASSOCIATED

METERING UPGRADES AND ETC. ENSURE SERVICE NEUTRAL IS GROUNDED AND BONDED PROPERLY

AT NEW MAIN SERVICE ENTRANCE DISCONNECT SWITCH AS PER OESC. PROVIDE ALL ASSOCIATED

ACCESSORIES AS REQUIRED TO FACILITATE THE NEW INSTALLATION. ALL THIS WORK TO BE PAID

FOR FROM CASH ALLOWANCE.

250V

30A

EXISTING

EQUIPMENT

D

D

250V

30A

EXISTING

EQUIPMENT

D

D

D

SPACE

SPACE

VERIFY EXISTING ELECTRICAL EQUIPMENT INFORMATION SHOWN ON DRAWING WITH SITE

CONDITION PRIOR TO START OF WORK.

7

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

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).

E-3

ELECTRICAL SINGLE LINE

DIAGRAM

FIRE STATION No.345



t. 905-882-1100

f. 905-882-0055

www.mmm.ca




AutoCAD SHX Text

DATE: 2016/07/20

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

PROJECT :

AutoCAD SHX Text


AutoCAD SHX Text

CONSULTANT

AutoCAD SHX Text


AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

TRUE NORTH

AutoCAD SHX Text

CONSTRUCTON NORTH

AutoCAD SHX Text

No.

AutoCAD SHX Text

Date

AutoCAD SHX Text

Description

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

CLIENT

AutoCAD SHX Text

ADDRESS :

AutoCAD SHX Text


AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

No.

AutoCAD SHX Text

Date

AutoCAD SHX Text

Description

AutoCAD SHX Text

I.Z.

AutoCAD SHX Text

D.L.

DUFFERIN STREET

DU

PO

NT

S

TR

EE

T

HA

LLA

M S

TR

EE

T

GLADSTONE AVE.

EXISTING FIRE HALL #345

(1285 DUFFERIN ST.)

APPROXIMATE LOCATION OF EXISTING

GAS METER AND REGULATOR

ASSEMBLY TO BE REMOVED

NEW GAS METER AND

REGULATOR ASSEMBLY


OUTDOOR NATURAL GAS GENERATOR.

REFER TO ELECTRICAL PLANS FOR

FINAL LOCATION.

G

ROUTE NEW GAS LINE ALONG BUILDING

WALL, CLEAR OF DOORS AND EQUIPMENT

TO GENERATOR

EXISTING GAS BBQ TO REMAIN

THE FOLLOWING IS A PROPOSED SEQUENCE IMPLEMENTATION, INTENDED TO

GIVE A DIAGRAMMATIC OVERVIEW OF THE PROPOSED SEQUENCE OF


SEQUENCE, MAKE THE REQUIRED MODIFICATION TO SUIT THE ANOMALIES OF

THIS BUILDING AND COORDINATE THIS WHEN PREPARING THE MASTER



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 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.

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 LIST

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

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 (INCLUDING CEILING SPACES) 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:

BOILERS - 2 @ 900 CFH

ROOF TOP UNIT - 2 @ 180 CFH

DOMESTIC HOT WATER HEATER - 1 @ 199 CFH

DOMESTIC 4 BURNER RANGE - 2 @ 60 CFH

BBQ - 1 @ 100 CFH

TOTAL EXISTING CONNECTED LOAD = 2740 CFH

NEW GENERATOR = 1090 CFH

NEW CONNECTED LOAD = 3830 CFH

2M-1

SCALE: N.T.S.

TO NEW GAS GENERATOR

ON GRADE (1090 CFH)

ROUTE PIPING ALONG

BUILDING EXTERIOR WALL

2#G

32ø

VALVE SHALL BE

COLORED "RED"

P.R.V.

G

~

EXISTING INCOMING GAS SERVICE

FOR A NEW CONNECTED LOAD OF

3830 CFH AT 2 PSI

EXISTING GAS PRV, METER

AND PIPING ASSEMBLY TO BE

REMOVED

CONNECT INTO

EXISTING SERVICE

~

GRADE

PROVIDE SIGNAGE STATING

"EMERGENCY GENERATOR

DO NOT SHUT OFF"

G

CONNECT TO THE

EXISTING GAS LINE



DO NOT SHUT OFF"

EMERGENCY

GENERATOR

NEW GAS METER ASSEMBLY

SECURED VALVE TYPICAL

ALONG PATH TO GENERATOR

EXISTING GAS LINE TO EXISTING

GAS FIRED EQUIPMENT WITH A

APPROXIMATE CONNECTED LOAD

OF 2740 CFH

32ø32ø

38ø

38ø

PRV TO REDUCE 2740 CFH

FROM 2 PSI TO 7" W.C.



32ø

2#G

2#G

M-1

FIRE STATION

No.345



3 2016/11/28 Issued For Tender "Rev. 1"

1

M-1

SCALE: N.T.S.

GENERAL NOTES AND SPECIFICATIONS

A. GENERAL

1. CHECK DIMENSIONS ON STRUCTURAL DRAWINGS AGAINST ELECT DRAWINGS AND EXISTING SITECONDITIONS. REPORT ANY INCONSISTENCIES TO CONSULTANT BEFORE PROCEEDING WITH THE WORK.

2. REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR LOCATION AND SIZE OF CONDUITS AND GASPIPING BURIED UNDERGROUND.

3. DIMENSIONS ARE IN MM UNLESS NOTED OTHERWISE. ELEVATIONS ARE IN METRES UNLESS NOTEDOTHERWISE.

4. PERFORM DESIGN, FABRICATION AND PLACEMENT AND/OR ERECTION IN ACCORDANCE WITHREQUIREMENTS OF REFERENCE STANDARDS, REGULATORY AUTHORITIES AND CONTRACT DOCUMENTS.BE AWARE THAT THE MORE SEVERE REQUIREMENTS OF CONTRACT DOCUMENTS TAKE PRECEDENCEOVER REQUIREMENTS OF REFERENCE STANDARDS AND REGULATORY AUTHORITIES.

5. DO NOT SCALE DRAWINGS.

B. DESIGN

1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH PART 4 OBC 2012.2. DESIGN DATA (OBC 2012):

SEISMIC: Ie=1.5Sa(0.2)=0.22, Sa(0.5)=0.13, Sa(1.0)=0.067, Sa(2.0)=0.021PGA=0.12SITE CLASS = DFa=1.3, Fv=1.4

BASIC WIND LOAD: q 1/10 = 0.34 kPaq 1/50 = 0.44 kPa

LIVE LOADS DUE TO SNOW AND RAIN: - GROUND SNOW LOAD: 0.90 kPa- 24 HOURS RAIN LOAD: 0.95 kPa

C. CONSTRUCTION PHASING

1. COORDINATE WITH ELECTRICAL, MECHANICAL AND GENERAL TRADES WORK TO DETERMINE REQUIREDSEQUENCE OF CONSTRUCTION FOR WORK SHOWN ON STRUCTURAL DRAWINGS.

D. REFERENCE STANDARDS & PUBLICATIONS

1. CAST-IN-PLACE CONCRETE, CONCRETE FORMWORK AND CONCRETE REINFORCEMENT:1) CSA STANDARD A23.1, CONCRETE MATERIALS AND METHODS OF CONCRETE CONSTRUCTION.2) CSA STANDARD A23.2, METHODS OF TEST AND STANDARD PRACTICES FOR CONCRETE.3) CSA STANDARD A23.3, DESIGN OF CONCRETE STRUCTURES FOR BUILDINGS.4) ADD CSA-S269.3 (R1998) CONCRETE FORMWORK.5) ACI 117 STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS.6) ACI 315, DETAILS AND DETAILING OF CONCRETE REINFORCEMENT.7) ACI 315R, MANUAL OF ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES.8) RSIC-2004 REINFORCING STEEL MANUAL OF STANDARD PRACTICE.

2. STRUCTURAL STEEL:1) CAN/CSA STANDARD G-40.20/G-40.21, GENERAL REQUIREMENTS FOR ROLLED OR WELDED STRUCTURAL

QUALITY STEEL.2) CSA STANDARD S16.1-09, LIMIT STATES DESIGN OF STEEL STRUCTURES.3) CSA STANDARD W59-03, WELDED STEEL CONSTRUCTION (METAL ARC WELDING).4) CSA STANDARD W178.1 CERTIFICATION OF WELDING INSPECTION ORGANIZATIONS.5) CSA STANDARD W178.2 CERTIFICATION OF WELDING INSPECTORS.

E. SITE WORK

1. DEMOLITION:1) REMOVE CONCRETE PAVEMENT AS REQUIRED TO CONSTRUCT THE CONCRETE PAD AND BURY THE

CONDUITS. REINSTATE CONCRETE PAVEMENT AROUND NEW CONCRETE PAD AND PROVIDE 1% SLOPE TOLEAD THE WATER AWAY FROM CONCRETE PAD.

F. CONCRETE FORMWORK

1. FORMWORK CONSTRUCTION:1) FABRICATE AND ERECT FORMWORK IN ACCORDANCE WITH REQUIREMENTS OF REFERENCE STANDARDS.2) USE EARTH FORMS FOR FOOTINGS ONLY WITH GEOTECHNICAL ENGINEER'S WRITTEN APPROVAL.3) CLEAN FORMWORK IN ACCORDANCE WITH PROVISIONS OF CSA A23.1 PRIOR TO START OF CONCRETE

PLACEMENT.2. TOLERANCES:

1) CONSTRUCT CONCRETE FORMWORK IN ACCORDANCE WITH REVIEWED SHOP DRAWINGS, REQUIREMENTSOF CONTRACT DOCUMENTS AND REFERENCE STANDARDS TO PRODUCE FINISHED CONCRETECONFORMING TO SHAPE, DIMENSIONS, LOCATIONS AND LEVELS WITHIN TOLERANCES SPECIFIED IN CSAA23.1 AND ACI 117.

2) CONFORM TO CSA A23.1 FOR TOLERANCE.

G. CONCRETE REINFORCEMENT

1. REINFORCING STEEL: DEFORMED BARS TO CSA G30.18, GRADE 400R/W.2. FABRICATE REINFORCING STEEL ONLY IN A PERMANENT FABRICATING SHOP UNLESS OTHERWISE

APPROVED BY CONSULTANT.3. FABRICATE REINFORCING STEEL IN ACCORDANCE WITH REVIEWED BAR LISTS AND SHOP DRAWINGS.4. CLEARLY IDENTIFY REINFORCING BARS TO ALLOW CORRELATION WITH BAR LISTS AND PLACEMENT IN

ACCORDANCE WITH SHOP DRAWINGS.5. PROVIDE SPLICES ONLY WHERE SPECIFICALLY INDICATED ON DRAWINGS, UNLESS OTHERWISE APPROVED

IN WRITING BY THE CONSULTANT.6. BEFORE COMMENCING PLACEMENT OF REINFORCEMENT, CONFIRM THAT CONCRETE FORMWORK HAS

BEEN COMPLETED AND IS ADEQUATELY BRACED.7. PLACE REINFORCEMENT IN ACCORDANCE WITH REQUIREMENTS OF CSA STANDARDS A23.3 & SHOP

DRAWINGS.8. REMOVE CONTAMINANTS, INCLUDING CONCRETE RESIDUE FROM PREVIOUS POURS WHICH LESSEN BOND

BETWEEN CONCRETE AND REINFORCEMENT.9. REPLACE INCORRECTLY FABRICATED REINFORCEMENT, RELOCATE MISPLACED REINFORCEMENT AND

INSTALL OMITTED REINFORCEMENT BEFORE CONCRETE IS PLACED, AS DIRECTED BY CONSULTANT ORCONSULTANT'S REPRESENTATIVE.

H. MATERIALS

1. STRUCTURAL STEEL: TO CAN/CSA-G40.20/G40.21-041) W AND WWF SECTIONS, FABRICATED SECTIONS: GRADE 350W (50000 PSI)2) PLATES, ANGLES, CHANNELS: GRADE 300W (43500 PSI)3) HOLLOW STRUCTURAL SECTIONS TO GRADE 350W CLASS C, OR ASTM A500 GRADE C.

2. MINIMUM YIELD STRENGTH FOR DEFORMED REINFORCING STEEL: 400MPa (58000 PSI), WELDED WIREFABRIC: 440MPa (64000 PSI).

3. REINFORCING BAR AREAS ARE 100, 200, 300, 500, 700, 1000, 1500 AND 2500mm² FOR BAR DESIGNATIONS 10,15, 20, 25, 30, 35, 45 AND 55 RESPECTIVELY.

4. CONCRETE - REFER TO TABLE OF CONCRETE PROPERTIES.

I. SHOP DRAWINGS AND SUBMITTALS

1. CONCRETE REINFORCEMENT AND CONCRETE PLACEMENT:1) PREPARE SHOP DRAWINGS INCLUDING BAR PLACING DRAWINGS AND BAR LISTS IN ACCORDANCE WITH

THE REINFORCING STEEL INSTITUTE OF CANADA, REINFORCING STEEL MANUAL OF STANDARD PRACTICE,ACI 315, ACI 315R, AND THE TYPICAL DETAILS INCLUDED WITH THE CONTRACT DOCUMENTS.

2) SUBMIT SHOP DRAWINGS & BAR LISTS SUFFICIENTLY DETAILED & DIMENSIONED TO PERMIT CORRECTPLACEMENT OF REINFORCEMENT AND ACCESSORIES WITHOUT REFERENCE TO ARCHITECTURAL ANDSTRUCTURAL DRAWINGS.

3) SHOW CONCRETE COVER TO REINFORCEMENT AND LOCATION OF CONSTRUCTION JOINTS.2. STRUCTURAL STEEL:

1) SUBMIT SHOP DRAWINGS TO CONSULTANT FOR REVIEW BEFORE COMMENCING FABRICATION.2) PROFESSIONAL ENGINEER RESPONSIBLE FOR CONNECTION DESIGN MUST EITHER SEAL AND SIGN EACH

SHOP DRAWING SUBMITTED, OR SUBMIT A SEAL AND SIGNED LETTER AT COMMENCEMENT OF SHOPDRAWING PREPARATION CONFIRMING ASSUMPTION OF RESPONSIBILITY FOR COMPLIANCE OFCONNECTIONS WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

3) SHOW SPLICE LOCATIONS AND DETAILS.3. REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMISSION TO CONSULTANT. BY THIS REVIEW, CONTRACTOR

REPRESENTS TO HAVE DETERMINED AND VERIFIED ALL FIELD MEASUREMENTS, SITE CONDITIONS,MATERIALS, PRODUCT OR ACCESSORY, AND TO HAVE CHECKED AND COORDINATED EACH SHOP DRAWINGWITH THE REQUIREMENTS OF WORK AND OF CONTRACT DOCUMENTS.

4. CONFIRM CONTRACTOR'S REVIEW OF EACH SHOP DRAWING BY STAMP, DATE AND SIGNATURE OF ARESPONSIBLE PERSON. NOTIFY CONSULTANT IN WRITING AT TIME OF SUBMISSION OF ANY DEVIATIONS INSHOP DRAWINGS FROM REQUIREMENTS OF CONTRACT DOCUMENTS.

5. BE AWARE THAT CONSULTANT'S REVIEW OF SHOP DRAWINGS IS FOR CONFORMITY TO DESIGN CONCEPTAND FOR GENERAL ARRANGEMENT, AND THAT CONTRACTOR RETAINS RESPONSIBILITY FOR ERRORS ANDOMISSIONS IN SHOP DRAWINGS AND RESPONSIBILITY FOR MEETING ALL REQUIREMENTS OF CONTRACTDOCUMENTS.

6. MAKE CHANGES IN SHOP DRAWINGS WHICH CONSULTANT MAY REQUIRE CONSISTENT WITH CONTRACTDOCUMENTS AND RESUBMIT UNLESS OTHERWISE DIRECTED BY CONSULTANT. WHEN RESUBMITTINGNOTIFY CONSULTANT IN WRITING OF REVIEWS OTHER THAN THOSE REQUESTED BY CONSULTANT.

7. DO NOT COMMENCE FABRICATION OF STRUCTURAL STEEL AND CONCRETE REINFORCEMENT UNTIL SHOPDRAWINGS HAVE BEEN REVIEWED AND CONSULTANTS' COMMENTS ARE INCORPORATED ON SHOPDRAWINGS ISSUED TO FABRICATING SHOP.

8. ALLOW 7 DAYS FOR RETURN OF SHOP DRAWINGS FROM CONSULTANTS.

J. INSPECTION AND TESTING

1. PERFORM FIELD INSPECTIONS AND TESTING DESCRIBED BELOW BY AN INSPECTION AND TESTINGCOMPANY, APPOINTED AND PAID FOR BY THE GENERAL CONTRACTOR.

2. STRUCTURAL STEEL SHOP INSPECTION:1) MATERIALS AND PAINT CONFORM TO CONTRACT DRAWINGS. MILL TEST REPORTS, PROPERLY

CORRELATED TO THE MATERIALS, WILL BE ACCEPTED IN LIEU OF PHYSICAL TESTS OF STRUCTURALMATERIALS;

2) FABRICATION AND WELDING CONFORM TO CONTRACT DOCUMENTS AND DIMENSIONED SHOP DRAWINGS;3) SHOP SURFACE PREPARATION AND PAINTING CONFORM TO CONTRACT DRAWINGS;4) SURFACES INACCESSIBLE FOR SURFACE PREPARATION AND PAINTING AFTER ASSEMBLY ARE TREATED

BEFORE ASSEMBLY;5) INSPECTION AND TESTING COMPANY SHALL PERFORM NONDESTRUCTIVE TESTING OF WELDED

CONNECTIONS.3. FIELD INSPECTION AND TESTING OF CONCRETE:

1) STANDARD CONCRETE SLUMP TEST TO MEET CSA A23.2 REQUIREMENTS.2) CONCRETE CYLINDER COMPRESSION TESTS, 1 AT 7 DAYS AND 2 AT 28 DAYS TO MEET CSA A23.2

REQUIREMENTS.4. FIELD INSPECTION AND TESTING OF STRUCTURAL STEEL:

1) STRUCTURAL STEEL ERECTION AND FIT-UP.2) STRUCTURAL STEEL WELDED JOINTS, INCLUDING SLAG REMOVAL.3) STRUCTURAL STEEL BOLTED CONNECTIONS.4) GENERAL INSPECTION OF FIELD CUTTING AND ALTERATIONS OF STRUCTURAL STEEL.5) GENERAL INSPECTION OF SHOP COATING TOUCH-UP OF STRUCTURAL STEEL.6) INSPECTION OF SURFACE PREPARATION AND COATING THICKNESS FOR ZINC PRIMER AND ZINC-RICH

PAINT.5. REINFORCEMENT INSPECTION:

1) PROVIDE MINIMUM 48 HOURS NOTIFICATION TO CONSULTANT TO INSPECT THE INSTALLATION OFREINFORCEMENT PRIOR TO CONCRETE POUR.

K. GEOTECHNICAL DESIGN ASSUMPTIONS

1. STRUCTURAL DESIGN IS BASED ON A FROST DEPTH OF 1.2m (MIN) AND MODULUS OF SUBGRADE REACTIONOF 25 MPa/m.

THE CONTRACTOR SHALL RETAIN A GEOTECHNICAL ENGINEER TO PROVIDE INSTRUCTION FOR THESUBGRADE SOIL PREPARATION OF THE CONCRETE PAD TO SUIT THE DESIGN ASSUMPTIONS. THEGEOTECHNICAL ENGINEER SHALL REVIEW THE SUBGRADE PREPARATION PRIOR TO POURING THECONCRETE PAD. THE COST OF GEOTECHNICAL INVESTIGATION SHALL BE CARRIED BY GENERALCONTRACTOR.

AIRCONTENT

(%)

MAXW / C

RATIO

SLUMP(mm)

MINCOMPRESSIVESTRENGTH f'c

AT 28 DAYS(MPa)

LOCATION / MEMBER

TABLE OF CONCRETE PROPERTIES

EXPOSURECLASS

OT

HE

R 170 ± 20

80 ± 30

UNSHRINKABLE FILL

LEAN MIX CONCRETE 8

MAX 0.40

0.70

80 ± 30

CO

NC

RE

TE

NO

TE

XP

OS

ED

TO

DE

-IC

ING

CH

EM

ICA

LS

OR

FR

EE

ZIN

GA

ND

TH

AW

ING

U/N

SKIM SLABS 15 0.50

40 ± 20

40 ± 20CO

NC

RE

TE

EX

PO

SE

D T

OD

E-I

CIN

G C

HE

MIC

AL

SW

ITH

/WIT

HO

UT

FR

EE

ZIN

GA

ND

TH

AW

ING

NON STRUCTURAL TOPPINGS(EXPOSED TO FREEZINGAND THAWING)

32OT

HE

R

SIDEWALKS, CURBS,PAVING SLABS

30

0.45a

5-8 C-2

0.45a

5-8 C-2

80 ± 30CONCRETE PAD

FO

OT

ING

S 35 0.40 5-8b,d

C-1

NOTES:

a. SPECIAL CONCRETE HANDLING AND PLACING METHODS OR THE USE OF A SUPER PLASTICIZER WILL BE REQUIREDTO 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

FIRE STATION No.345

S0

PART PLAN1 : 50

NOTE:1. PROVIDE 60mm CONCRETE COVER FOR REINFORCEMENT.2. TRENCH EXCAVATION AND BACK FILL SHOULD BE UNDER

THE SUPERVISION OF GEOTECHNICAL ENGINEER.3. REMOVE EXISTING PAVEMENT AND EARTH FILL TO THE

REQUIRED DEPTH. THE SUBGRADE CONDITION SHOULD BEINSPECTED AND APPROVED BY GEOTECHNICAL ENGINEER.

4. COMPACT THE CRUSHER-RUN LIMESTONE OR EQUIVALENTTO 100% MAXIMUM STANDARD PROCTOR DRY DENSITY.

EXISTING BUILDING

1-

HSS 178Øx9.5 FILL WITHCONCRETE (TYPICAL)

NEW CONCRETE PAD

NEW GENERATORREFER TO ELECTRICALDRAWINGS

300 MIN

30

0 M

IN

1389 1500

15

00

88

9

70

00

MIN

CONCRETEPAD

30

0

EXISTINGBUILDING

PAINT STEEL PIPE ANDBASE PLATE WITH PRIMERAND TWO COATS ENAMELPAINT IN YELLOW

50mm STYROFOAM RIGIDINSULATION OR EQUIVALENT

200mm THICK 20mm CRUSHER-RUN LIMESTONE

600 MIN

EXIST CONCRETEPAVEMENT

NEW CONCRETEPAVEMENT

1%

15

0

11 : 20 -

SECTION

12

00

NEWGENERATOR

ROUND TOP OF CONCRETE

2-

15@200T&BEW

10@200 U-BARAROUND PERIMETER600

30

0

300

50

(T

YP

) 50 (TYP)

21 : 10 -

SECTION

BASE PLATE 300x300x16COMPLETED WITH 4-16ØHILTI 200 HIT-Z ANCHORWITH 115mm EMBEDMENT.PROVIDE NON-SHRINKGROUT UNDER BASEPLATE IF REQUIRED.

8

300 MIN

FIRE STATION No.345

S1

400 ESNA PARK DRIVE, UNIT 15, MARKHAM, ONTARIO L3R 3K2 P: 905 475 7755 F: 905 475 7718

WWW.FISHERENVIRONMENTAL.COM

August 10, 2016 Meaghan Aldcroft

Environmental Coordinator

City of Toronto, Corporate Services

Facilities Management

Metro Hall, 55 John Street

Toronto ON,

M5V 3C6

Re: Pre-reno Designated Substance Sampling at 1285 Dufferin Street, Toronto, ON.

Dear Ms. Aldcroft,

As requested, Fisher Environmental Ltd. (Fisher) has performed an assessment of the Toronto Fire

Station 345 building located at 1285 Dufferin Street, Toronto, Ontario (the “Site”). Fisher understands that

request to have the assessment performed is in anticipation of planned construction activities (backup

generator installation) at the Site. The purpose of the current survey was to identify Designated

Substances including sampling of materials suspected to contain asbestos and lead. The assessment

scope did not include the entirety of the subject building. Rather, the assessment was limited to locations

where construction activities are proposed (Electrical Room/ Utility Room and Building Exterior). The

fieldwork was conducted on June 10, 2016.

Asbestos-Containing Materials

A total of three (3) bulk samples of homogenous materials suspected to contain asbestos were collected

and submitted to Fisher Environmental Laboratories for Polarised Light Microscopy (PLM) analysis, as

outlined in NIOSH Method 9002. The results of PLM sample analysis are summarized in Table 1, below.

Table 1 - Summary of Bulk Asbestos Sample Analysis (Polarised Light Microscopy)

Sample No.

Sample Location Sample Description Asbestos Content

(% by Weight/Type)

16-4125-01 1-08, Apparatus Bay Plaster None Detected



Ontario Regulation 278/05 (“O. Reg. 278/05”) defines an “asbestos-containing” material as that with an

asbestos content equal to or greater than 0.5% by weight. Laboratory analysis by PLM method

determined each material sampled to not contain asbestos.

Please refer to Attachment A of this report for the laboratory analysis report for bulk asbestos samples.

Fisher Environmental Ltd.

August 10, 2016

Fisher Project No.16-7706 Page 2

1285 Dufferin Street, Toronto, ON

The City of Toronto, Facilities Management

A review of the most recent annual reassessment survey report for the Site indicated that vinyl floor tile 3,

9’’x9’’ Grey with White Streaks, was observed in Location 1-04, Storage Room and found to contain 0.5-

5% Chrysotile asbestos. Vinyl Floor tile, 12’x12’’ Olive with White Streaks was observed in the telephone

Room and also found to contain 0.5-5% Chrysotile asbestos.

Mechanical system insulation in the form of parging cement on pipe fittings was observed in the former

EMS Apparatus Bay, Storage Room, Boiler Room, and Hose Tower at the Site. This material was

sampled as part of the assessment conducted by ECOH in August, 2007. Parging cement was found to

contain 80%Chrysotile.

Mechanical system insulation in the form of cellulose on straight pipe was observed in the boiler room

and in the storage room at the Site. This material was sampled as part of the assessment conducted by

ECOH in August, 2007. Cellulose on straight pipe was found to contain 80%Chrysotile.

Mechanical system insulation in the form of Aircell on straight pipe was observed in the former EMS

Apparatus Bay, Storage Room, Electrical Room, and Hose Tower on the main floor of the Site. This

material was sampled as part of the assessment conducted by ECOH IN August, 2007. Aircell was found

to contain 80%Chrysotile.

All confirmed ACM at the Site were observed to be in Good condition and may be managed in place, as

outlined in O. Reg. 278/05. However, if work activities affecting these materials are planned, Fisher

recommends that all asbestos-containing materials must be removed from the Site in accordance with

Ministry of Labour (MOL) regulation 278/05 - Asbestos on Construction Projects and in Buildings and

Repair Operations, and be disposed of at a Ministry of Environment (MOE) licensed landfill in accordance

with Ontario Regulation 558/00 (amending O. Reg. 347, General – Waste Management).

Specifically, Fisher recommends the following:

Remove the asbestos-containing vinyl floor tiles at the Site using Type 1 procedures, as outlined

in O. Reg. 278/05. Please note that if the vinyl floor tiles would be disturbed by the use of power

tools during removal, abatement must be performed using Type 3 procedures;

Remove the asbestos-containing mechanical insulation in the form parging cement on pipe

fittings using Type 2 or Type 2 Glove Bag procedures, as outlined in O. Reg. 278/05; and

Remove the asbestos-containing mechanical insulation on the straight pipes using Type 2 or

Type 2 Glove Bag Operation, as outlined in O. Reg. 278/05.

The presence of ACM should be presumed in locations not accessed during the assessment. It is

possible that ACM is present at the Site that is not identified in this report. Should additional suspected

ACM not outlined in this report be discovered, it should be presumed as ACM until sample analysis

determines asbestos content. Due to the limited scope of work and the presence of solid building finishes

(i.e. plaster or drywall walls and ceilings etc.) in many locations throughout the Site, the full extent of

potential ACM may not be confirmed. Precautions should be taken when dismantling solid wall or ceiling

finishes, or any other building surfaces which may conceal potential ACM. Such precautions include, but

are not limited to, isolation measures and appropriate personal protective equipment.


August 10, 2016




Lead-Containing Paint

Materials expected to be impacted by planned construction activities and suspected to contain lead

included two visually distinct paint finish at the Site. Two (2) bulk samples were collected and submitted

to Fisher Environmental Laboratories for inductively coupled plasma (ICP) analysis, as outlined in NIOSH

7300. The laboratory analysis report for lead paint sample results is included as Attachment A. The

results of sample analysis by ICP method are summarized in Table 2, below.

Table 2 - Summary of Lead Paint Sample Analysis

Sample No. Sample Location Sample Description Lead Content (ppm and % by Weight)

16-4125-04 1-07, Boiler Cream Paint 404 ppm (0.004%)

16-4125-05 1-08, Apparatus Bay Off-white 1,865 ppm (0.1%)

The Ontario Ministry of Labour (MOL) has not prescribed criteria defining an analyzed sample of bulk

material as “lead-containing”. Further, the MOL has not established a lower limit for concentrations of

lead in paint, below which precautions do not need to be considered during construction projects.

However, except for aggressive disturbance of painted finishes, (e.g., abrasive blasting, torch cutting, or

grinding), Fisher believes that a lead content below 0.1% by weight (1,000 ug/g or 1000 ppm) represents

a concentration in which the lead content is not the limiting hazard for construction hygiene purposes.

Based on the laboratory findings, the lead concentration of the cream paint was determined to be below

the action limit of 0.1% by weight (1,000 ug/g or 1000 ppm). However, off-white paint collected from the

Apparatus Bay (Loc: 1-08) was found to contain a concentration of 1,865 ppm which is above the 0.1% by

weight (1,000 ug/g or 1000 ppm).

Where any lead-containing materials may be disturbed or removed, Fisher recommends that appropriate

lead abatement procedures be used. The lead abatement procedures to be used are determined by the

method(s) of disturbance employed. Regular construction dust suppression techniques and worker

hygiene practices are sufficient for disturbance of paint finishes determined to contain less than 0.1% lead

by weight, provided that work is limited to non-aggressive operations. Refer to MOL Guideline: Lead on

Construction Projects, 2011, for details of the Ministry’s health and safety guidelines regarding lead.

Other Designated Substances

During the current survey, no sampling for mercury was conducted. However, fluorescent light tubes

(known to contain mercury) were observed throughout the Site. Thermostatic controls, where observed,

were noted to be electric or “dry type”. No other building materials or components suspected to contain

mercury were noted during the building survey.

No immediate recommendations are warranted with regard to mercury. However, if disturbance of the

identified fluorescent light tubes presumed to contain mercury is planned as part of the anticipated

construction activities, Fisher recommends that these items be removed and disposed of in accordance

with all regulations. The disposal of mercury-containing items is regulated under Ministry of Environment

(MOE) O. Reg. 347 – General Waste Management. Specifically, the fluorescent light tubes should be

disposed of at an MOE licensed receiver.


August 10, 2016




Crystalline silica is a constituent of all concrete and masonry products present at the Site. While the

cutting, grinding, or demolition of materials containing silica is not anticipated at the Site, these activities

should be completed in accordance with Ontario Ministry of Labour Guidelines for Silica on Construction

projects. Specifically, the Guideline prescribes respiratory protection, site isolation, and the use of wetting

to control dust emissions during the cutting, grinding, drilling, or demolition of silica-containing materials.

Please refer to the Guideline for details concerning Silica on Construction Projects.

No other Designated Substances or other potentially hazardous building materials were identified in the

proposed project scope areas. If additional suspected Designated Substances or other potentially

hazardous building materials not identified in this or previous reports pertaining to the Site are discovered,

work should be stopped and the material(s) in question should be sampled for determination of content.

We trust you find the enclosed in order, however should you have any questions or concerns please do

not hesitate to contact us.

Respectfully submitted,

Muhammad Junayed, B.Sc., EPt David Fisher, P. Eng., C. Chem.

Project Manager Principal

Attachment: Attachment A - Laboratory Analysis Report

Attachment A - Laboratory Analysis Report

Client: City of Toronto F.E. Job #: 16-4125

Facilities Management Project Name: Pre-Reno DSS

Address: 2nd Floor, Metro Hall Project ID: FE-16-7706

55 John Street, Toronto, ON Date Sampled: 10-Jun-16

M5V 3C6 Date Received: 13-Jun-16

Tel.: 416-392-9024 Date Reported: 17-Jun-16

E-mail: [email protected] Location: 1285 Dufferin Street

Attn: Meaghan Aldcroft Toronto, ON

Asbestos, Lead

5 Bulk Samples

Lab Sample ID Sample Matrix Fibre Type

16-4125-01 Plaster

16-4125-02 Plaster

16-4125-03 Plaster

ANALYTICAL METHOD:

Certificate of Analysis

01C - Plaster - Loc: 1-08

Analysis Requested:

Sample Description:

01A - Plaster - Loc: 1-08 Not Detected

Not Detected

01B - Plaster - Loc: 1-08

Client Sample ID Asbestos Content

Fisher Environmental Laboratories (Lab ID #: 2745) is accredited by CALA (Canadian Association for Laboratory Accreditation Inc.) for asbestos analysis

by PLM.

Asbestos has been done in accordance with normal professional standard using the following Fisher Environmental Lab Method: Asbestos by PLM

(Polarized Light Microscope) F-26, Rev.2.2.

Not Detected

FISHER ENVIRONMENTAL LABORATORIES

FULL RANGE ANALYTICAL SERVICES SOIL /WATER / AIR TESTING ENVIRONMENTAL

COMPLIANCE PACKAGES 24 HOUR EMERGENCY RESPONSE CALA ACCREDITED

400 ESNA PARK DRIVE #15

MARKHAM, ONT. L3R 3K2

TEL: 905 475-7755

FAX: 905 475-7718 www.fisherenvironmental.com

Page 1 of 2 Results relate only to the items tested

mailto:[email protected]


Asbestos, Lead

5 Bulk Samples

Lab Sample ID Sample Matrix Lead (ppm)

16-4125-04 Paint 404

16-4125-05 Paint 1,865

< result obtained was below RL (Reporting Limit).

Result RL Recovery AR Recovery AR

Lead <10 10 92 80-120 116 70-130

RPD AR

Lead 6.8 0-30

LEGEND:

RL - Reporting Limit

LCS - Laboratory Control Sample

MS - Matrix Spike

AR - Acceptable Range

RPD - Relative Percent Difference

ANALYTICAL METHODS:

Metals (Lead) - Method # F-1, Rev. 4.5, Standard Operation Procedure for determination of Metals by the Inductively Coupled Plasma- Optical. Method

used by Fisher Environmental Lab complies with the Standard Methods for the Examination of Water and Wastewater, 20th Ed 3120-B.

QA/QC Report

ParameterBlank (ppm) LCS (%) MS (%)

ParameterDuplicate (%)


Client Sample ID Comments

LP02 - Paint, Off-white - Loc: 1-08

LP01 - Paint, Cream - Loc: 1-07

Sample Description:

Analysis Requested:

Authorized by:_____________________________ Roger Lin, Ph. D., C. Chem. Laboratory Manager


Attachment B – Site Photo

Photo: View of the lead-containing off-white paint in the Apparatus Bay.

APPROXIMATE

LOCATION OF

PROPOSED

OUTDOOR

NATURAL GAS

GENERATOR


EXISTING ELECTRICAL ROOM

APPROXIMATE LOCATION

OF GAS METER

E-1

OVERALL SITE PLAN,

DETAILS, SEQUENCE OF

IMPLEMENTATION, DRAWING

LIST AND SYMBOL LEGEND -

ELECTRICAL

FIRE STATION No.331



t. 905-882-1100

f. 905-882-0055

www.mmm.ca





OVERALL SITE PLAN, DETAILS, SEQUENCE OF IMPLEMENTATION,


E-1

DRAWING No.

E-2 EXISTING ELECTRICAL ROOM AND NEW WORK GENERATOR


DESCRIPTION

AS NOTED

SCALE

AS NOTED

ELECTRICAL SINGLE LINE DIAGRAM.E-3

N.T.S.

SITE PLAN

1

E-1

SCALE: N.T.S.

SCALE: N.T.S.

3/4"

3/4"

18"

4"

2"

2"

3/4"


PLAN VIEW

ELEVATION

PLAN VIEW

ELEVATION


1/4" STEEL PLATES

SCALE: N.T.S.

SCALE: N.T.S.


61"

44"35"

"X

"

"X"

3/4"

2"

2"

4"

18"



REFER TO

SHOP

DRAWINGS


ISOLATION DETAIL

2

E-1

SCALE: N.T.S.











REPAIR.

NOTE:














DESCRIPTIONSYMBOL

SYMBOL DESCRIPTION

POWER SYMBOLS

PP

PP











EPO

WP



WP

CG





LIGHTING SYMBOLS

E


DESCRIPTIONSYMBOL




2

EX




2


F

D












ELECTRICAL1.

1.1








1.7




2.

2.2


CONSULTANT.

2.3




1.3

1.4

1.5

1.6




2.1



1.2



IMPLEMENTATION








AutoCAD SHX Text

DATE: 2016/07/20

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

PROJECT :

AutoCAD SHX Text


AutoCAD SHX Text

CONSULTANT

AutoCAD SHX Text


AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

TRUE NORTH

AutoCAD SHX Text

CONSTRUCTON NORTH

AutoCAD SHX Text

No.

AutoCAD SHX Text

Date

AutoCAD SHX Text

Description

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

33 CLAREMONT STREET

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

CLIENT

AutoCAD SHX Text

ADDRESS :

AutoCAD SHX Text


AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

No.

AutoCAD SHX Text

Date

AutoCAD SHX Text

Description

AutoCAD SHX Text

I.Z.

AutoCAD SHX Text

D.L.

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

ER

AutoCAD SHX Text

ER

AutoCAD SHX Text

RR

AutoCAD SHX Text

RR

AutoCAD SHX Text

RR

AutoCAD SHX Text

RR

AutoCAD SHX Text

EOL

(INLET SIDE)

(DISCHARGE SIDE)

3700

11

00

15

00

7m

EXISTING CATCHBASIN

EXISTING FENCE

EXISTING FENCE

PROTECTIVE BOLLARD WITH

CONCRETE. REFER TO STRUCTURAL

DRAWINGS. (TYPICAL), ENSURE

BOLLARD NOT BLOCKING GENSET

DOOR SWING.

EPO

EPO

WP/CG

EPO PROVIDED WITH


GENERATOR SHORE

PANEL. PROVIDED WITH


CONDUIT WITHIN BUILDING TO

ELECTRICAL EQUIPMENT, REFER TO

SINGLE LINE FOR DETAILS.


TO TRANSITION TO

SURFACE MOUNT ONTO

BUILDING SURFACE, GOING

UP AND RUNNING TO

ELECTRICAL EQUIPMENT.

10

00

1 SPARE UNDERGROUND DUCT WITH PULL STRING

AND CAPPED AT BOTH END FOR FUTURE USE

NEW NATURAL GAS GENERATOR IN AN OUTDOOR

SKIN-TIGHT ACOUSTICAL ENCLOSURE, REFER TO

SINGLE LINE FOR GENERATOR DETAILS.

OUTLINE OF NEW CONCRETE PAD. REFER

TO STRUCTURE DRAWINGS.

GENERATOR

ANNUNCIATOR

PANEL

GROUND FAULT

ANNUNCIATOR

PANEL

TO GROUND

FAULT

INDICATOR,

REFER TO

SINGLE LINE

FOR DETAILS

13

89

EXISTING NATURAL GAS CONNECTION TO BBQ TO BE

RELOCATED, REFER TO MECHANICAL DRAWING FOR DETAILS.



CONDUITS ENTRANCE TO BUILDING,



INSTALLATION.

11

m

REFER TO DETAIL 2 OF E1 FOR

ISOLATION DETAILS.

E

E

E

E

E

E

E

E

13

14

15

16

17

18

19

12

11

E

M

M

E

E

5

4

1

E

3

20

21

22

7

26

25

8


EXISTING TORONTO HYDRO SERVICE ENTRANCE DUCT

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

EXISTING PANEL

EXISTING DISCONNECT SWITCH FOR EXISTING FLOOR WATCH

EXISTING LIGHTING SWITCH

EXISTING SWITCH BOX

EXISTING DISCONNECT


EXISTING 120/240V, 200A, MAIN SERVICE ENTRANCE DISCONNECT

SWITCH

EXISTING TORONTO HYDRO METER

EXISTING 600V, 225A SPLITTER

EXISTING DISCONNECT SWITCH FOR EXISTING ROOF TOP A/C UNIT

EXISTING DISCONNECT SWITCH FOR EXISTING SUPPLY FAN

(2NDFLOOR AIR UNIT)

18

19

20

21

22

EXISTING DISCONNECT SWITCH FOR EXISTING DOOR 1





EXISTING DISCONNECT SWITCH FOR EXISTING EVAC SYSTEM

EXISTING DISCONNECT SWITCH/STARTER FOR EXISTING

EXHAUST FAN EF-3

AREA FOR EXISTING MECHANICAL EQUIPMENT

EXISTING EF-1

EXISTING EF-2

23 EXISTING MECHANICAL PIPE

24 EXISTING SPLITTER

2

9

10

6

23

24

EEEEEEE

E

D

D

ER

E

E

E

E

ER

E

EXISTING DISCONNECT SWITCH TO BE REPLACED, REFER TO SINGLE

LINE FOR DETAILS.

25

26 EXISTING TORONTO HYDRO METER

D

ER

E

E

D

ER

E

E


E

E

E

E

E

E

E

E

13

14

15

16

17

18

19

12

11

E

M

E

E

5

4

1

E

3

20

21

22

26

25

2

9

10

6

23

24


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

EXISTING PANEL,

EXISTING DISCONNECT SWITCH FOR EXISTING FLOOR WATCH


EXISTING SWITCH BOX

EXISTING DISCONNECT

NEW 120/208V, 3 PHASE, 4 WIRE SPLITTER,

REFER TO SINGLE LINE FOR DETAILS

NEW TRANSFORMER TX-1 WALL MOUNTED UPHIGH TO FREE UP THE SPACE

UNDER FOR THE NEW EQUIPMENT. REFER TO SINGLE LINE FOR DETAIL

NEW FUSED DISCONNECT FEEDING CIRCUIT TO TRANSFORMER "TX-1",

REFER TO SINGLE LINE FOR DETAILS.

EXISTING SPLITTER

EXISTING DISCONNECT SWITCH FOR EXISTING ROOF TOP A/C UNIT

EXISTING DISCONNECT SWITCH FOR EXISTING SUPPLY FAN

(2NDFLOOR AIR UNIT)

18

19

20

21

22






EXISTING DISCONNECT SWITCH FOR EXISTING EVAC SYSTEM

EXISTING DISCONNECT SWITCH/STARTER FOR EXISTING

EXHAUST FAN EF-3

AREA FOR EXISTING MECHANICAL EQUIPMENT

EXISTING EF-1

EXISTING EF-2

23 EXISTING MECHANICAL PIPE


E

ER

ER

CONDUITS

TO ATS-1

CONDUITS TO

600V METER

AND SPLITTER

CONDUIT TO

GENERATOR

7

8

NEW 600V MAIN SERVICE ENTRANCE DISCONNECT SWITCH, REFER TO

SINGLE LINE FOR DETAIL

25

26NEW TORONTO HYDRO METER

CONDUIT TO

TRANSFORMER "TX-1"

CONDUIT TO NEW

120/208V SPLITTER

27

CONDUIT TO GENERATOR

SHORE PANEL

27NEW DISCONNECT FOR FEEDING

CIRCUIT TO GENERATOR SHORE PANEL

28

NEW REMOTE EMERGENCY BATTERY UNIT c/w HEADS. PROVIDE NEW

15A-1P LOCK TYPE CIRCUIT BREAKER FROM THE NEAREST AVAILABLE

PANEL AND FEED WITH 2#12+G IN 16mmC.

28

CONDUIT

WITHIN

BUILDING TO

ELECTRICAL

EQUIPMENT

CONDUITS TO

GENERATOR

NEW ATS-1, REFER TO SINGLE LINE FOR DETAILS.29

NEW UNFUSED DISCONNECT SWITCH FOR ATS-1,

WALL MOUNTED BELOW DISCONNECT FOR "EF-2",

REFER TO SINGLE LINE FOR DETAILS

30

29

30

E

CONDUIT TO

GENERATOR

E

E-2

EXISTING ELECTRICAL ROOM AND

NEW WORK GENERATOR LAYOUT -

POWER AND SIGNALS -

ELECTRICAL

1st FLOOR PART PLAN

1E-2

SCALE: N.T.S.

FIRE STATION No.331



t. 905-882-1100

f. 905-882-0055

www.mmm.ca





DEMOLITION NOTES:

2

CAP OFF AND FIRE STOP ALL FLOOR/WALL CONDUIT STUB-UPS/DOWNS UPON REMOVAL OF

FEEDERS.

EXISTING BOILER / ELECTRICAL -DEMOLITION

2E-2

SCALE: N.T.S.

EXISTING BOILER / ELECTRICAL - NEW WORK

3E-2

SCALE: N.T.S.

RED MARKING TAPE,

THE FULL LENGTH &

WIDTH OF DUCT

BANK, APPROXIMATE

HALF WAY BETWEEN

THE INSTALLATION

AND GRADE LEVEL

DIRECT BURIED DETAIL

FINISHED GRADE

4

E-2

SCALE: N.T.S.

TRENCHING AND

BACKFILL AS REQUIRED.

TRENCH

MIN.

915

(36")

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 AND

CONTROL WIRING,

REFER TO SINGLE

LINE FOR DETAILS.

190

190 190

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 SERVICES ARE DIAGRAMMATIC. BE RESPONSIBLE TO CONFIRM EXACT ROUTING AND TERMINATIONS ON SITE PRIOR TO FABRICATION OR ROUGH-IN AND INCLUDE FOR REQUIRED OFFSETS, TRANSITIONS 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.3.


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.5.

AutoCAD SHX Text

DATE: 2016/07/20

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

PROJECT :

AutoCAD SHX Text


AutoCAD SHX Text

CONSULTANT

AutoCAD SHX Text


AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

TRUE NORTH

AutoCAD SHX Text

CONSTRUCTON NORTH

AutoCAD SHX Text

No.

AutoCAD SHX Text

Date

AutoCAD SHX Text

Description

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

33 CLAREMONT STREET

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

CLIENT

AutoCAD SHX Text

ADDRESS :

AutoCAD SHX Text


AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

No.

AutoCAD SHX Text

Date

AutoCAD SHX Text

Description

AutoCAD SHX Text

I.Z.

AutoCAD SHX Text

D.L.

EXISTING SPLITTER 600V, 225A, 3 POLE

E


E E

EXISTING

DISCONNECT

600V, 30A

EE

E

EXISTING

DISCONNECT

600V, 30A

E E

EXISTING

DISCONNECT

600V, 30A

E E E

E

EXISTING

DISCONNECT

/ STARTER

(10A MAX)

E

E

EXISTING

DISCONNECT

240V, 60A

E

EXISTING

DISCONNECT

240V, 30A

EE

EXISTING

PANEL

E

E

E E EE

EXISTING

DISCONNECT

600V, 30A

EXISTING

DISCONNECT

600V, 30A,

F@15A MAX

EXISTING

DISCONNECT

600V, 60A

EXISTING

DISCONNECT

600V, 30A

EXISTING

DISCONNECT

600V, 30A

EXISTING

ROOF TOP

A/C UNIT

EXISTING

SUPPLY FAN

(2ND FLOOR

AIR UNIT)

EXISTING

DOOR 1

EXISTING

DOOR 2

EXISTING

DOOR 3

EXISTING

DOOR 4

EXISTING

DOOR 5

EXISTING

EVAC

SYSTEM

EXISTING

EXHAUST

FAN EF-3

EXISTING

EF-1

EXISTING

EF-2

EXISTING

FLOOR WATCH

SPLIT UNIT

E

60A-3P

F@50A

45kVA,

600V-208/120V

DRY-TYPE

TRANSFORMER

"TX-1"

4#2/0+G, 53mmC

3#6+G, 27mmC

FUSED DISCONNECT

M

ER

D

D




100kW

100KW/125kVA, 600/347V, 3PH, 4W, NEW OUTDOOR NATURAL GAS

GENERATOR CONTAINERIZED IN SKIN-TIGHT ACOUSTICAL

ENCLOSURES . REFER TO SPECIFICATION FOR DETAILS.

1# 3/0 GROUND, REMOVE THE CONNECTION BETWEEN ALTERNATOR "WYE POINT

(NEUTRAL)" AND GENERATOR ENCLOSURE/FRAME/GROUND IN ACCORDANCE WITH

CODE REQUIREMENTS AND MANUFACTURER RECOMMENDATIONS.

NOT BONDING GENERATOR NEUTRAL TO THE FRAME AND GROUND

OF THE GENERATOR IN ACCORDANCE WITH CODE REQUIREMENTS.

EPO

WP

CG

150A-3P



4#4+G, 53mmC

D


'ATS-1', 600V, 200A, 3PH, 3W

(UNSWITCHED NEUTRAL)



3#2/0+G, 103mmC.

CONTROL WIRING FOR ATS START/STOP IN 53mmC" CONDUIT,

COORDINATE WITH MANUFACTURER RECOMMENDATION FOR

EXACT REQUIREMENTS.

EPO

FUSED DISCONNECT

60A-3P

F@60A





GENERAL NOTES:

3#1/0+G, 53mmC.

3#1/0+G, 53mmC.

ER

E

EXISTING LOAD

SEE NOTE 4

M

D

D

D

D

ER

200A-3P

U/F




CONSULTANT ANY CONCERNS FOR 230/240V LOADS

RECONNECTIONS TO NEW 208V DISTRIBUTION.

EXISTING THES

METER

EXISTING MAIN

SERVICE ENTRANCE

DISCONNECT SWITCH

120/240V, 200A

EXISTING INCOMING

120/240V, 200A, 1PH, 3W

ELECTRICAL SERVICE TO BE

REMOVED, SEE NOTE 3


UPDATED AS PER TORONTO HYDRO REQUIREMENT.

COORDINATE/COMFIRM WITH TORONTO HYDRO FOR

ASSOCIATED WORK OF UPDATING THE METER AND

INSTALLING ONTO STANDARD METERBASE TO SUIT

NEW 100A SERVICE ENTRANCE AND PROVIDE ALL

ASSOCIATED ACCESSORIES AS REQUIRED TO


EXISTING INCOMING

ELECTRICAL SERVICE

600V, 3 PHASE - DELTA

CONTRACTOR TO

VERIFY.

EXISTING MAIN SERVICE ENTRANCE DISCONNECT

SWITCH TO BE REPLACED WITH NEW 600V, 3Ø, 200A

MAIN SERVICE ENTRANCE RATED DISCONNECT

SWITCH WITH NEW 100A FUSE INSTALLED

SEE NOTE 1

GENERATOR ANNUNCIATOR PANEL,

SUPPLIED BY GENERATOR

MANUFACTURER.

EXISTING OFFICE

GROUND FAULT REMOTE ANNUNCIATOR

PANEL, SUPPLIED BY GROUND FAULT

INDICATOR MANUFACTURE, COORDINATE

WITH MANUFACTURER FOR EXACT

REQUIREMENT OF CABLING & CONDUIT,

MOUNTING/CONNECTION DETAILS, AND

ETC. PROVIDE BOTH VISUAL & SOUND

ALARMS FOR GROUND FAULT AND ALL

ASSOCIATED ACCESSORIES AS

REQUIRED TO FACILITATE THE NEW

INSTALLATION COMPLETELY.CONTROL WIRING FOR GROUND FAULT

REMOTE ANNUNCIATOR PANEL IN 53mmC

CONDUIT, COORDINATE WITH GROUND

FAULT INDICATOR MANUFACTURER

RECOMMENDATION FOR EXACT

REQUIREMENTS.

GROUND FAULT INDICATOR, REFER TO

SPECIFICATION FOR DETAILS. COORDINATE

WITH MANUFACTURER RECOMMENDATION

FOR EXACT REQUIREMENT OF CABLING &

CONDUIT, MOUNTING/CONNECTION DETAILS,

AND ETC. PROVIDE ALL ASSOCIATED

ACCESSORIES AS REQUIRED TO FACILITATE

THE NEW INSTALLATION COMPLETELY.

EXISTING LOAD

D

D

D D

D D

EXISTING CONTROL

PANEL FOR FUEL PUMP

GENERATOR BACK-UP

SYSTEM TO BE REMOVED

EXISTING OUTLET

CONNECTION TO BE

REMOVED

EXISTING SWITCH

(HYDRO/GENERATOR) TO

BE REMOVED

1


3




4REPLACE EXISTING SPLITTER WITH NEW 120/208V, 225A, 3Ø, 4W SPLITTER. RECONNECT ALL

EXISTING LOAD FEEDERS AND ENSURE ALL LOADS ARE CONNECTED AND EQUALLY

BALANCED.

5

6






D

E

EXISTING PANEL

ON SECOND

FLOOR

E

E

E

COORDINATE WITH TORONTO HYDRO FOR THE ASSOCIATED WORK OF UPGRADING THE EXISTING

600V 3PHASE DELTA SERVICE INCLUDING SERVICE ENTRANCE CABLE REPLACEMENT TO SUIT NEW

100A SERVICE ENTRANCE, ASSOCIATED METERING UPGRADES, AND ETC. ENSURE DISCONNECT

SWITCH IS BONDED TO GROUND PROPERLY AS PER OESC. PROVIDE ALL ASSOCIATED ACCESSORIES

AS REQUIRED TO FACILITATE THE NEW INSTALLATION. ALL THIS WORK TO BE PAID FOR FROM CASH

ALLOWANCE.





EXACT REQUIREMENTS.

CONTROL WIRING FOR EPO BUTTON IN 53mmC CONDUIT,

COORDINATE WITH MANUFACTURER RECOMMENDATION

FOR EXACT REQUIREMENTS.

200A-3P

F@100A



7







(NO MARK UP).

E-3


DIAGRAM

FIRE STATION No.331



t. 905-882-1100

f. 905-882-0055

www.mmm.ca




AutoCAD SHX Text

DATE: 2016/07/20

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

PROJECT :

AutoCAD SHX Text


AutoCAD SHX Text

CONSULTANT

AutoCAD SHX Text


AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

TRUE NORTH

AutoCAD SHX Text

CONSTRUCTON NORTH

AutoCAD SHX Text

No.

AutoCAD SHX Text

Date

AutoCAD SHX Text

Description

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

33 CLAREMONT STREET

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

CLIENT

AutoCAD SHX Text

ADDRESS :

AutoCAD SHX Text


AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

No.

AutoCAD SHX Text

Date

AutoCAD SHX Text

Description

AutoCAD SHX Text

I.Z.

AutoCAD SHX Text

D.L.

M

A

N

N

IN

G

A

V

E

.

C

L

A

R

E

M

O

N

T

S

T

R

E

E

T

C

R

O

C

K

E

R

A

V

E

.

APPROXIMATE LOCATION OF EXISTING GAS METER

AND REGULATOR ASSEMBLY TO BE REMOVED

APPROXIMATE LOCATION OF NEW OUTDOOR

NATURAL GAS GENERATOR.

REFER TO ELECTRICAL PLANS FOR FINAL LOCATION.

NEW GAS METER AND REGULATOR

ASSEMBLY

EXISTING FIRE

HALL #331

(33 CLAREMONT ST.)

NEW GAS LINE TO BE ROUTED ALONG

WALL, CLEAR OF DOORS AND OPENINGS

TO NEW GENERATOR

REMOVE THE EXISTING GAS CONNECTION FOR BBQ

NEW GAS CONNECTION C/W ISOLATION VALVE &

QUICK CONNECT FOR BBQ, FINAL LOCATION TO

BE DETERMINED ON SITE. PIPE TO BE ROUTED

ALONG WALL, CLEAR OF DOORS AND OPENINGS

X









1. MECHANICAL:







AND COMMISSIONED:





OVER TO CONSULTANT.

GAS LINE

DEMOLISHED

PIPE RISER DOWN



D

E

G

PIPE RISER UP

PIPE RISER UP


R

FLEXIBLE CONNECTOR

DRAWING LIST


As NotedM-1



CHECK VALVE

VALVE

UNION



OF IMPLEMENTATION

GENERAL NOTES:






SCOPE OF WORK.

2 ALL 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



ROOF TOP UNIT - 0

DOMESTIC HOT WATER HEATERS - 1 @ 156 CFH


BBQ - 1 @ 100 CFH



NEW CONNECTED LOAD = 2966 CFH @ 2 PSI

2M-1

SCALE: N.T.S.


ON GRADE (1090 CFH)

2#G

25ø

VALVE SHALL BE

COLORED "RED"

P.R.V.

G

~



2966 CFH AT 2 PSI



REMOVED

CONNECT INTO

EXISTING SERVICE

~

GRADE



DO NOT SHUT OFF"

G

CONNECT TO THE

EXISTING GAS LINE



DO NOT SHUT OFF"

EMERGENCY

GENERATOR







OF 1876 CFH

25ø25ø

32ø

32ø

25ø





32ø

2#G

2#G

G

EXISTING BBQ

CONNECTION

TO BE REMOVED

NEW BBQ CONNECTION

TO BE INSTALLED C/W

VALVE & QUICK CONNECT

CONNECT TO THE

EXISTING GAS LINE

20ø

ROUTE PIPING ALONG

BUILDING WALL TO

GENERATOR

M-1

1

M-1

SCALE: N.T.S.

FIRE STATION

No.331





A. GENERAL

1. CHECK DIMENSIONS ON STRUCTURAL DRAWINGS AGAINST ELECT DRAWINGS AND EXISTING SITECONDITIONS. REPORT ANY INCONSISTENCIES TO CONSULTANT BEFORE PROCEEDING WITH THE WORK.

2. REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR LOCATION AND SIZE OF CONDUITS AND GASPIPING BURIED UNDERGROUND.




B. DESIGN

1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH PART 4 OBC 2012.2. DESIGN DATA (OBC 2012):




C. CONSTRUCTION PHASING

1. COORDINATE WITH ELECTRICAL, MECHANICAL AND GENERAL TRADES WORK TO DETERMINE REQUIREDSEQUENCE OF CONSTRUCTION FOR WORK SHOWN ON STRUCTURAL DRAWINGS.

D. REFERENCE STANDARDS & PUBLICATIONS

1. CAST-IN-PLACE CONCRETE, CONCRETE FORMWORK AND CONCRETE REINFORCEMENT:1) CSA STANDARD A23.1, CONCRETE MATERIALS AND METHODS OF CONCRETE CONSTRUCTION.2) CSA STANDARD A23.2, METHODS OF TEST AND STANDARD PRACTICES FOR CONCRETE.3) CSA STANDARD A23.3, DESIGN OF CONCRETE STRUCTURES FOR BUILDINGS.4) ADD CSA-S269.3 (R1998) CONCRETE FORMWORK.5) ACI 117 STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS.6) ACI 315, DETAILS AND DETAILING OF CONCRETE REINFORCEMENT.7) ACI 315R, MANUAL OF ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES.8) RSIC-2004 REINFORCING STEEL MANUAL OF STANDARD PRACTICE.



E. SITE WORK

1. DEMOLITION:1) REMOVE CONCRETE PAVEMENT AS REQUIRED TO CONSTRUCT THE CONCRETE PAD AND BURY THE

CONDUITS. REINSTATE CONCRETE PAVEMENT AROUND NEW CONCRETE PAD AND PROVIDE 1% SLOPE TOLEAD THE WATER AWAY FROM CONCRETE PAD.

F. CONCRETE FORMWORK

1. FORMWORK CONSTRUCTION:1) FABRICATE AND ERECT FORMWORK IN ACCORDANCE WITH REQUIREMENTS OF REFERENCE STANDARDS.2) USE EARTH FORMS FOR FOOTINGS ONLY WITH GEOTECHNICAL ENGINEER'S WRITTEN APPROVAL.3) CLEAN FORMWORK IN ACCORDANCE WITH PROVISIONS OF CSA A23.1 PRIOR TO START OF CONCRETE

PLACEMENT.2. TOLERANCES:

1) CONSTRUCT CONCRETE FORMWORK IN ACCORDANCE WITH REVIEWED SHOP DRAWINGS, REQUIREMENTSOF CONTRACT DOCUMENTS AND REFERENCE STANDARDS TO PRODUCE FINISHED CONCRETECONFORMING TO SHAPE, DIMENSIONS, LOCATIONS AND LEVELS WITHIN TOLERANCES SPECIFIED IN CSAA23.1 AND ACI 117.

2) CONFORM TO CSA A23.1 FOR TOLERANCE.

G. CONCRETE REINFORCEMENT

1. REINFORCING STEEL: DEFORMED BARS TO CSA G30.18, GRADE 400R/W.2. FABRICATE REINFORCING STEEL ONLY IN A PERMANENT FABRICATING SHOP UNLESS OTHERWISE

APPROVED BY CONSULTANT.3. FABRICATE REINFORCING STEEL IN ACCORDANCE WITH REVIEWED BAR LISTS AND SHOP DRAWINGS.4. CLEARLY IDENTIFY REINFORCING BARS TO ALLOW CORRELATION WITH BAR LISTS AND PLACEMENT IN

ACCORDANCE WITH SHOP DRAWINGS.5. PROVIDE SPLICES ONLY WHERE SPECIFICALLY INDICATED ON DRAWINGS, UNLESS OTHERWISE APPROVED

IN WRITING BY THE CONSULTANT.6. BEFORE COMMENCING PLACEMENT OF REINFORCEMENT, CONFIRM THAT CONCRETE FORMWORK HAS

BEEN COMPLETED AND IS ADEQUATELY BRACED.7. PLACE REINFORCEMENT IN ACCORDANCE WITH REQUIREMENTS OF CSA STANDARDS A23.3 & SHOP

DRAWINGS.8. REMOVE CONTAMINANTS, INCLUDING CONCRETE RESIDUE FROM PREVIOUS POURS WHICH LESSEN BOND

BETWEEN CONCRETE AND REINFORCEMENT.9. REPLACE INCORRECTLY FABRICATED REINFORCEMENT, RELOCATE MISPLACED REINFORCEMENT AND

INSTALL OMITTED REINFORCEMENT BEFORE CONCRETE IS PLACED, AS DIRECTED BY CONSULTANT ORCONSULTANT'S REPRESENTATIVE.

H. MATERIALS

1. STRUCTURAL STEEL: TO CAN/CSA-G40.20/G40.21-041) W AND WWF SECTIONS, FABRICATED SECTIONS: GRADE 350W (50000 PSI)2) PLATES, ANGLES, CHANNELS: GRADE 300W (43500 PSI)3) HOLLOW STRUCTURAL SECTIONS TO GRADE 350W CLASS C, OR ASTM A500 GRADE C.

2. MINIMUM YIELD STRENGTH FOR DEFORMED REINFORCING STEEL: 400MPa (58000 PSI), WELDED WIREFABRIC: 440MPa (64000 PSI).

3. REINFORCING BAR AREAS ARE 100, 200, 300, 500, 700, 1000, 1500 AND 2500mm² FOR BAR DESIGNATIONS 10,15, 20, 25, 30, 35, 45 AND 55 RESPECTIVELY.

4. CONCRETE - REFER TO TABLE OF CONCRETE PROPERTIES.

I. SHOP DRAWINGS AND SUBMITTALS

1. CONCRETE REINFORCEMENT AND CONCRETE PLACEMENT:1) PREPARE SHOP DRAWINGS INCLUDING BAR PLACING DRAWINGS AND BAR LISTS IN ACCORDANCE WITH

THE REINFORCING STEEL INSTITUTE OF CANADA, REINFORCING STEEL MANUAL OF STANDARD PRACTICE,ACI 315, ACI 315R, AND THE TYPICAL DETAILS INCLUDED WITH THE CONTRACT DOCUMENTS.

2) SUBMIT SHOP DRAWINGS & BAR LISTS SUFFICIENTLY DETAILED & DIMENSIONED TO PERMIT CORRECTPLACEMENT OF REINFORCEMENT AND ACCESSORIES WITHOUT REFERENCE TO ARCHITECTURAL ANDSTRUCTURAL DRAWINGS.

3) SHOW CONCRETE COVER TO REINFORCEMENT AND LOCATION OF CONSTRUCTION JOINTS.2. STRUCTURAL STEEL:










J. INSPECTION AND TESTING

1. PERFORM FIELD INSPECTIONS AND TESTING DESCRIBED BELOW BY AN INSPECTION AND TESTINGCOMPANY, APPOINTED AND PAID FOR BY THE GENERAL CONTRACTOR.

2. STRUCTURAL STEEL SHOP INSPECTION:1) MATERIALS AND PAINT CONFORM TO CONTRACT DRAWINGS. MILL TEST REPORTS, PROPERLY

CORRELATED TO THE MATERIALS, WILL BE ACCEPTED IN LIEU OF PHYSICAL TESTS OF STRUCTURALMATERIALS;



CONNECTIONS.3. FIELD INSPECTION AND TESTING OF CONCRETE:

1) STANDARD CONCRETE SLUMP TEST TO MEET CSA A23.2 REQUIREMENTS.2) CONCRETE CYLINDER COMPRESSION TESTS, 1 AT 7 DAYS AND 2 AT 28 DAYS TO MEET CSA A23.2

REQUIREMENTS.4. FIELD INSPECTION AND TESTING OF STRUCTURAL STEEL:


PAINT.5. REINFORCEMENT INSPECTION:

1) PROVIDE MINIMUM 48 HOURS NOTIFICATION TO CONSULTANT TO INSPECT THE INSTALLATION OFREINFORCEMENT PRIOR TO CONCRETE POUR.

K. GEOTECHNICAL DESIGN ASSUMPTIONS

1. STRUCTURAL DESIGN IS BASED ON A FROST DEPTH OF 1.2m (MIN) AND MODULUS OF SUBGRADE REACTIONOF 25 MPa/m.

THE CONTRACTOR SHALL RETAIN A GEOTECHNICAL ENGINEER TO PROVIDE INSTRUCTION FOR THESUBGRADE SOIL PREPARATION OF THE CONCRETE PAD TO SUIT THE DESIGN ASSUMPTIONS. THEGEOTECHNICAL ENGINEER SHALL REVIEW THE SUBGRADE PREPARATION PRIOR TO POURING THECONCRETE PAD. THE COST OF GEOTECHNICAL INVESTIGATION SHALL BE CARRIED BY GENERALCONTRACTOR.

AIRCONTENT

(%)

MAXW / C

RATIO

SLUMP(mm)

MINCOMPRESSIVESTRENGTH f'c

AT 28 DAYS(MPa)

LOCATION / MEMBER

TABLE OF CONCRETE PROPERTIES

EXPOSURECLASS

OT

HE

R 170 ± 20

80 ± 30

UNSHRINKABLE FILL

LEAN MIX CONCRETE 8

MAX 0.40

0.70

80 ± 30

CO

NC

RE

TE

NO

TE

XP

OS

ED

TO

DE

-IC

ING

CH

EM

ICA

LS

OR

FR

EE

ZIN

GA

ND

TH

AW

ING

U/N

SKIM SLABS 15 0.50

40 ± 20

40 ± 20CO

NC

RE

TE

EX

PO

SE

D T

OD

E-I

CIN

G C

HE

MIC

AL

SW

ITH

/WIT

HO

UT

FR

EE

ZIN

GA

ND

TH

AW

ING

NON STRUCTURAL TOPPINGS(EXPOSED TO FREEZINGAND THAWING)

32OT

HE

R

SIDEWALKS, CURBS,PAVING SLABS

30

0.45a

5-8 C-2

0.45a

5-8 C-2

80 ± 30CONCRETE PAD

FO

OT

ING

S 35 0.40 5-8b,d

C-1

NOTES:

a. SPECIAL CONCRETE HANDLING AND PLACING METHODS OR THE USE OF A SUPER PLASTICIZER WILL BE REQUIREDTO 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

FIRE STATION No.331

S0

PART PLAN1 : 50

NOTE:1. PROVIDE 60mm CONCRETE COVER FOR REINFORCEMENT.2. TRENCH EXCAVATION AND BACK FILL SHOULD BE UNDER

THE SUPERVISION OF GEOTECHNICAL ENGINEER.3. REMOVE EXISTING PAVEMENT AND EARTH FILL TO THE

REQUIRED DEPTH. THE SUBGRADE CONDITION SHOULD BEINSPECTED AND APPROVED BY GEOTECHNICAL ENGINEER.

4. COMPACT THE CRUSHER-RUN LIMESTONE OR EQUIVALENTTO 100% MAXIMUM STANDARD PROCTOR DRY DENSITY.

1-

HSS 178Øx9.5 FILL WITHCONCRETE. (TYPICAL)

NEW CONCRETE PAD

NEW GENERATORREFER TO ELECTRICALDRAWINGS

30

0 M

IN

300 MIN

EXISTING BUILDING

7000 MIN

13

89

15

00

ADD 2-15M BARSx1200 LONGTOP AND BOTTOM

CONCRETEPAD

30

0

EXISTINGBUILDING

PAINT STEEL PIPE ANDBASE PLATE WITH PRIMERAND TWO COATS ENAMELPAINT IN YELLOW

50mm STYROFOAM RIGIDINSULATION OR EQUIVALENT

200mm THICK 20mm CRUSHER-RUN LIMESTONE

600 MIN

EXIST CONCRETEPAVEMENT

NEW CONCRETEPAVEMENT

1%

15

0

11 : 20 -

SECTION

12

00

NEWGENERATOR

ROUND TOP OF CONCRETE

2-

15@200T&BEW

10@200 U-BARAROUND PERIMETER600

30

0

300

50

(T

YP

) 50 (TYP)

21 : 10 -

SECTION

BASE PLATE 300x300x16COMPLETED WITH 4-16ØHILTI 200 HIT-Z ANCHORWITH 115mm EMBEDMENT.PROVIDE NON-SHRINKGROUT UNDER BASEPLATE IF REQUIRED.

8

300 MIN

FIRE STATION No.331

S1

400 ESNA PARK DRIVE, UNIT 15, MARKHAM, ONTARIO L3R 3K2 P: 905 475 7755 F: 905 475 7718

WWW.FISHERENVIRONMENTAL.COM

April 28, 2016 Meaghan Aldcroft





Toronto ON,

M5V 3C6

Re: Pre-reno Designated Substance Sampling, 33 Claremont Street, Toronto, ON.

Dear Ms. Aldcroft,

As requested, Fisher Environmental Ltd. (Fisher) has performed an assessment of the Toronto Fire

Station 331 building located at 33 Claremont Street, Toronto, Ontario (the “Site”). Fisher understands that

the request to have the assessment performed is in anticipation of planned construction activities (backup

generator installation). The purpose of the current survey was to identify Designated Substances

including sampling of materials suspected to contain asbestos and lead. The assessment scope did not

include the entirety of the subject building. Rather, the assessment was limited to locations where

construction activities are proposed (Electrical Room/ Utility Room, Mechanical Room and Building

Exterior). The fieldwork was conducted on April 8, 2016.


A total of six (6) bulk samples suspected to contain asbestos were collected and submitted to Fisher

Environmental Laboratories for Polarised Light Microscopy (PLM) analysis, as outlined in NIOSH Method

9002. The results of PLM sample analysis are summarized in Table 1, below.


Sample No.

Sample Location Sample Description Asbestos Content

(% by Weight/Type)

16-3727-01 2-11 Mechanical Room Plaster None Detected







April 28, 2016


33 Claremont Road, Toronto, ON






A review of most recent reassessment survey for the Site indicated that mechanical system insulation in

the form of parging cement on pipe fittings and pipe insulation were found to contain Chrysotile asbestos.

Parging cement on pipe fittings was observed in the Mechanical Room (1-01), Apparatus Bay (1-02),

Stairwell (1-03), (Hose Tower) 1-04, Fitness Room (1-05), Equipment Room (1-06), and in the

Housekeeping Room (1-07). Asbestos-containing pipe insulation was observed in the mechanical room

(1-01).

Vinyl floor tiles (VFT) 1, 12’’x12’’ Beige with brown streaks, were found to be asbestos-containing. VFT 1

was observed in the Stairwell (1-03), Dormitory (2-01), Corridor (2-02), Closet (2-03), Telephone Room

(2-04), Women’s Washroom (2-06), Dormitory (2-07)/Locker, Office (2-10), Mechanical Room (2-11),

Dormitory (2-11), Office (2-13), and in the Corridor Pole Hole (2-14).

Based on the observations and findings outlined above, Fisher recommends that if the identified

asbestos-containing materials are to be disturbed as part of the planned construction activities then it

should be removed using removal operation procedures as outlined in Ontario Regulation 278/05.

Removal of asbestos-containing parging cement on pipe fittings will require Removal Operational

Procedures as detailed in Ontario Regulation 278/05 (Type 2 Glove Bag);

Removal of asbestos-containing pipe insulation will require Removal Operational Procedures as

detailed in Ontario Regulation 278/05 (Type 2 Operation); and

Removal of asbestos-containing vinyl floor tiles will require Removal Operational Procedures as

detailed in Ontario Regulation 278/05 (Type 1 Operation).











included one visually distinct paint finish at the Site. One (1) bulk sample was collected and submitted to

Fisher Environmental Laboratories for inductively coupled plasma (ICP) analysis, as outlined in NIOSH


April 28, 2016




7300. The laboratory analysis report for lead paint sample results is included as Attachment A. The

results of sample analysis by ICP method are summarized in Table 2, below.


Sample No. Sample Location Sample Description Lead Content (ppm and % by Weight)

16-3727-07 2-11 Mechanical Room Green Paint 208 ppm (0.02%)







Based on the laboratory findings, the lead concentration of the green paint was found to be 208 ppm

which is below 0.1% by weight (1,000 ug/g or 1000 ppm).

A review of most recent annual reassessment survey for the Site indicated that light blue paint in the

mechanical room (1-01) found to contain 10,110 ppm (1% by weight). Based on the review, elevated

concentrations of lead (greater than 0.1% lead) were detected in light blue paint observed in the

Mechanical Room (1-01).

If the work activities affecting the lead containing light blue paint observed in the mechanical room (1-01)

then it should be removed using appropriate lead abatement procedures following MOL Guideline: Lead

on Construction Projects, 2011.

Also, bell & spigot pipe joint connections associated with drainage piping were noted to be present in the

project scope area. This type of piping connection is historically known to have commonly been packed

with a gasket consisting of lead. While no sampling of this material was performed, Fisher noted the

presence of a metallic bluish-grey gasket within the collar of the bell & spigot pipe joints (good condition

throughout). This material is presumed to be lead-containing.







Table 3, below, identifies these potential methods and the associated respirator required, as outlined in

Ontario Ministry of Labour guidelines.


April 28, 2016




Table 3 - Classifications of Lead-Containing Operations and Required Respirator

Type 1 Operations (where concentrations of airborne lead would be expected to be < 0.05 mg/m3)

Activities that include;

Removal of lead containing coatings with chemical gel or paste and fibrous laminated cloth wrap

Removal of lead containing coatings / materials using power tool that has an effective dust collection system equipped with HEPA filter

Removal of lead containing coatings / materials using non-powered hand tools other than manual scraping or sanding

Respirators should not be necessary if general procedures are followed and level of air is less than 0.05 mg/m3. However, if worker wishes to use a respirator, a half-mask particulate respirator with N-, R- or P- series filter, and 95, 99 or 100% efficiency should be provided.

Type 2a Operations (where concentrations of airborne lead would be expected to be > 0.05 to 0.50 mg/m3)


Removal of lead containing coatings / materials by scraping or sanding using non-powered hand tools

Manual demolition of lead painted plaster walls / building components by striking with a sledgehammer or similar tool

NIOSH APF = 10 Half-mask particulate respirator with N- , R- or P- series filter, and 95, 99 or 100% efficiency.

Type 2b Operations (where concentrations of airborne lead would be expected to be > 0.50 to 1.25 mg/m3)

Not applicable to potential renovation activities.

Type 3a Operations (where concentrations of airborne lead would be expected to be > 1.25 to 2.50 mg/m3)


• Welding or high temperature cutting of lead-containing coatings or

materials indoors or in a confined space.

Dry removal of lead-containing mortar using an electronic or pneumatic cutting device.

Burning of a surface containing lead

Removal of lead containing coatings / materials using power tools without an effective dust collection system equipped with HEPA filter

NIOSH APF = 50

Full-face piece air-purifying respirator with N- , R- or P- series filter and 100% efficiency.

Tight-fitting powered air-purifying respirator with high efficiency filter.

Full-face piece supplied-air respirator operated in demand mode.

Half-mask or full-face piece supplied air respirator operated in continuous-flow mode.

Type 3b Operations (where concentrations of airborne lead would be expected to be > 2.50 mg/m3)

Abrasive blasting of lead-containing coatings or materials.

NIOSH APF >=1000

Type CE abrasive-blast supplied respirator operated in a positive pressure mode with a tight-fitting half-mask face piece.













April 28, 2016























Muhammad Junayed, B.Sc., EPt. David Fisher, P. Eng., C. Chem.

Project Manager Principal

Attachment: Attachment A - Laboratory Analysis Report




55 John Street, Toronto, ON Date Sampled: 7-Apr-16

M5V 3C6 Date Received: 11-Apr-16

Tel.: 416-392-9024 Date Reported: 13-Apr-16

E-mail: [email protected] Location: 33 Claremont Street


Asbestos, Lead

7 Bulk Samples


16-3727-01 Plaster

16-3727-02 Plaster

16-3727-03 Plaster

16-3727-04 Plaster

16-3727-05 Plaster

16-3727-06 Plaster

ANALYTICAL METHOD:

Not Detected

02B, Plaster, Loc:1-01, Mechanical

RoomNot Detected

Not Detected




RoomNot Detected

02A, Plaster, Loc:1-01, Mechanical

Room


by PLM.

01A, Plaster, Loc:2-11, Mechanical

RoomNot Detected


RoomNot Detected

01C, Plaster, Loc:2-11, Mechanical

Room



Analysis Requested:

Sample Description:






TEL: 905 475-7755





Asbestos, Lead

7 Bulk Samples


16-3727-07 Paint 208



Lead <10 10 105 80-120 106 70-130

RPD AR

Lead 5.2 0-20

LEGEND:



MS - Matrix Spike



ANALYTICAL METHODS:

LP-01, Green Paint Loc:2-11, Mechanical Room


CommentsClient Sample ID



QA/QC Report

ParameterMS (%)Blank (ppm) LCS (%)

ParameterDuplicate (%)

Analysis Requested:

Sample Description:




EXISTING ELECTRICAL ROOM

LANDSDOWNE AVE.


NEW OUTDOOR ROOF TOP

NATURAL GAS GENERATOR

LA

NE

APPROXIMATE

LOCATION OF

EXISTING GAS

APPROXIMATE LOCATION OF EXISTING TORONTO HYDRO

RISER POLE FOR ELECTRICAL SERVICE ENTRANCE

E-1

OVERALL SITE PLAN, DETAILS,

SEQUENCE OF IMPLEMENTATION,

DRAWING LIST AND SYMBOL

LEGEND - ELECTRICAL

FIRE STATION No.426



t. 905-882-1100

f. 905-882-0055

www.mmm.ca




SITE PLAN

1

E-1

SCALE: N.T.S.

SCALE: N.T.S.

3/4"

3/4"

18"

4"

2"

2"

3/4"


PLAN VIEW

ELEVATION

PLAN VIEW

ELEVATION


1/4" STEEL PLATES

SCALE: N.T.S.

SCALE: N.T.S.


61"

44"35"

"X

"

"X"

3/4"

2"

2"

4"

18"



REFER TO

SHOP

DRAWINGS


ISOLATION DETAIL

2

E-1

SCALE: N.T.S.


SITE PLAN, DETAILS, SEQUENCE OF IMPLEMENTATION,


E-1

DRAWING No.

E-3

EXISTING ELECTRICAL ROOM AND NEW WORK GENERATOR


DESCRIPTION

AS NOTED

SCALE

N.T.S.ELECTRICAL SINGLE LINE DIAGRAM.

E-2AS NOTED











REPAIR.

NOTE:














DESCRIPTIONSYMBOL

SYMBOL DESCRIPTION

POWER SYMBOLS

PP

PP











EPO

WP



WP

CG





LIGHTING SYMBOLS

E

DESCRIPTIONSYMBOL




2

EX




2


F

D












ELECTRICAL1.

1.1








1.7




2.

2.2


CONSULTANT.

2.3




1.3

1.4

1.5

1.6




2.1



1.2



IMPLEMENTATION









AutoCAD SHX Text

DATE: 2016/07/20

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

PROJECT :

AutoCAD SHX Text


AutoCAD SHX Text

CONSULTANT

AutoCAD SHX Text


AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

TRUE NORTH

AutoCAD SHX Text

CONSTRUCTON NORTH

AutoCAD SHX Text

No.

AutoCAD SHX Text

Date

AutoCAD SHX Text

Description

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

140 LANDSDOWNE AVE.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

CLIENT

AutoCAD SHX Text

ADDRESS :

AutoCAD SHX Text

1.

AutoCAD SHX Text

2016/07/28

AutoCAD SHX Text

Issued For 75%%%

AutoCAD SHX Text


AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

No.

AutoCAD SHX Text

Date

AutoCAD SHX Text

Description

AutoCAD SHX Text

Client Review

AutoCAD SHX Text

I.Z.

AutoCAD SHX Text

D.L.

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

ER

AutoCAD SHX Text

ER

AutoCAD SHX Text

RR

AutoCAD SHX Text

EOL

AutoCAD SHX Text

RR

AutoCAD SHX Text

RR

AutoCAD SHX Text

RR

(INLET SIDE)

(DISCHARGE SIDE)

3700

APPROXIMATE LOCATION OF ROOF TOP NATURAL GAS GENERATOR,

REFER TO SINGLE LINE FOR DETAILS. COORDINATE/VERIFY WITH SITE

CONDITION, EXISTING EQUIPMENT ON ROOF, AND

MECHANICAL/STRUCTURE DRAWING FOR EXACT GENERATOR LOCATION

AND INSTALLATION DETAILS PRIOR TO START OF WORK. PROVIDE ALL

ASSOCIATED ACCESSORIES TO FACILITATE THE NEW INSTALLATION

COMPLETELY. NOT BLOCKING DOOR SWING ON EACH SIDE.

GENERATOR

SHORE PANEL.

PROVIDED WITH

GENERATOR

ENCLOSURE.

EPO(WP/CG) PROVIDED WITH GENERATOR ENCLOSURE

CONDUITS SURFACE MOUNT TO BUILDING

EXTERIOR WALL GOING DOWN TO

ELECTRICAL EQUIPMENT OR CAPPED AS

SPARE.

CONDUIT TO GENERATOR

ANNUNCIATOR PANEL AND EPO

BUTTON

CONDUITS ON THE ROOF, REFER

TO SINGLE LINE FOR DETAILS

EXISTING MECHANICAL PIPE

TO BE RELOCATED TO FREE

UP THE SPACE FOR

GENERATOR INSTALLATION,

REFER TO MECHANICAL

DRAWING FOR DETAILS.

EXISTING GAS

PIPE

EXISTING GAS PIPE GO DOWN TO GAS METER

1100

1-100mmC RIGID PVC SPARE CONDUIT WITH PULL

STRING AND CAPPED AT BOTH END AND STOP

BEFORE ENTERING BUILDING FOR FUTURE USE

EXISTING SOLAR

PANEL

EXISTING

MECHANICAL

EQUIPMENT

1.2m CLEARANCE TO

STRUCTURE HANDRAIL

FOR MAINTENANCE AND

NOT BLOCKING DOOR

SWING

CONDUITS TO EQUIPMENT, REFER

TO SINGLE LINE FOR DETAILS.

REFER TO

DETAIL 2 OF

E1 FOR

ISOLATION

DETAILS.

APPROXIMATE LOCATION OF CONDUIT ENTRANCE TO EXISTING

BUILDING. PROVIDE ALL ASSOCIATED ACCESSORIES AS REQUIRED

FOR A COMPLETE INSTALLATION. CONTRACTOR TO COORDINATE

EXACT LOCATION AS PER SITE CONDITION.

SPARE CONDUIT SURFACE MOUNT TO

BUILDING EXTERIOR WALL GOING UP TO

ROOF TOP GENERATOR.

EPO

CONDUITS SURFACE MOUNT TO BUILDING

EXTERIOR WALL TO GENERATOR

ANNUNCIATOR PANEL AND EPO. REFER TO

SINGLE LINE FOR DETAIL.

GENERATOR

ANNUNCIATOR

PANEL

EXISTING DISCONNECT SWITCH FOR EXISTING ROOF TOP AIR

CONDITION UNIT

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

EXISTING DISCONNECT SWITCH FOR EXISTING

CIRCULATION PUMPS

EXISTING DISCONNECT SWITCH FOR EXISTING SUPPLY

AIR UNIT S-2

EXISTING DISCONNECT SWITCH FOR EXISTING EXHAUST

FAN EF-7

EXISTING DISCONNECT SWITCH FOR TRUCK EXHAUST

EXISTING DISCONNECT SWITCH FOR EXISTING MAKE-UP

AIR UNIT

EXISTING DISCONNECT SWITCH FOR EXISTING DOORS 1 & 2

EXISTING DISCONNECT SWITCH FOR EXISTING EF-1

EXISTING DISCONNECT SWITCH FOR EXISTING SUPPLY AIR

EXISTING TORONTO HYDRO METER CABINET

EXISTING 600V,3Ø MAIN SERVICE ENTRANCE DISCONNECT

SWITCH


18

19

20

21

22

EXISTING 120/240V, 1Ø MAIN SERVICE ENTRANCE DISCONNECT SWITCH

EXISTING TORONTO HYDRO METER CABINET

EXISTING PANEL


LIGHTING PANEL "B"


LIGHTING PANEL "C"

EXISTING DISCONNECT

EXISTING LIGHTING PANEL "A"

EXISTING DISCONNECT SWITCH FOR EXISTING BR-1

EXISTING DISCONNECT SWITCH FOR EXISTING MAIN

FLOOR NEW DRYER


23 EQUIPMENTS FOR IT & TELECOM

24 EXISTING LIGHTING

E

E

E

E

E

E

E

E

E

M

E

E

E

E

M

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

23

24

E

ER

R

D

D

ER

E

E

D

D

D

ER

25 EXISTING 600V SPLITTER


25

26

E

D

E

E

E

E

E

E

E

E

E

E

E

E

E

EXISTING DISCONNECT SWITCH FOR EXISTING ROOF TOP AIR

CONDITION UNIT

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

1

2

3

4

5

6

7

8


CIRCULATION PUMPS

EXISTING DISCONNECT SWITCH FOR EXISTING SUPPLY

AIR UNIT S-2

EXISTING DISCONNECT SWITCH FOR EXISTING EXHAUST

FAN EF-7

EXISTING DISCONNECT SWITCH FOR TRUCK EXHAUST

EXISTING DISCONNECT SWITCH FOR EXISTING MAKE-UP

AIR UNIT

EXISTING DISCONNECT SWITCH FOR EXISTING DOORS 1 & 2

EXISTING DISCONNECT SWITCH FOR EXISTING EF-1

EXISTING DISCONNECT SWITCH FOR EXISTING SUPPLY AIR

10

11

12

TORONTO HYDRO METER AT NEW LOCATION TO FREE UP THE

SPACE FOR THE OTHER NEW EQUIPMENT, REFER TO SINGLE

LINE FOR DETAIL

NEW 600/347V,3Ø, 4W MAIN SERVICE ENTRANCE RATED FUSED

DISCONNECT SWITCH AT NEW LOCATION, REFER TO SINGLE LINE

FOR DETAIL


15

16

17

18

20

21

22

23

23

18

19

20

21

22

NEW AUTOMATIC TRANSFER SWITCH 'ATS-1', REFER TO SINGLE

FOR DETAILS.

NEW DRY TYPE TRANSFORMER TX-1, FLOOR

MOUNTED ON CONCRETE PAD UNDER NEW 600V

SPLITTER, COORDINATE SPACE REQUIREMENT WITH

SITE CONDITION. REFER TO SINGLE LINE FOR

DETAILS.

EXISTING PANEL


LIGHTING PANEL "B"


LIGHTING PANEL "C"

EXISTING DISCONNECT

EXISTING LIGHTING PANEL "A"

EXISTING DISCONNECT SWITCH FOR EXISTING BR-1

EXISTING DISCONNECT SWITCH FOR EXISTING MAIN

FLOOR NEW DRYER


23 EQUIPMENTS FOR IT & TELECOM

24 EXISTING LIGHTING

24

E

R

E

M

CONDUITS WITHIN BUILDING TO

ELECTRICAL EQUIPMENTS FROM

GENERATOR

E

9

NEW SPLITTER, REFER TO SINGLE LINE

FOR DETAILS.

26

26

100mm

CONCRETE

PAD

ER

CONDUITS TO ROOF

TOP GENERATOR,

REFER TO SINGLE

LINE FOR DETAIL

ER

NEW SPLITTER, REFER TO SINGLE LINE

FOR DETAILS.

25

25

13

14

ENCLOSED BREAKER FOR CIRCUIT TO GENERATOR

SHORE PANEL, REFER TO SINGLE LINE FOR DETAILS.

27

27

CONDUITS FROM ROOF TOP

GENERATOR

NEW REMOTE EMERGENCY BATTERY UNIT

c/w HEADS. PROVIDE NEW 15A-1P LOCK

TYPE CIRCUIT BREAKER FROM THE

NEAREST AVAILABLE PANEL AND FEED

WITH 2#12+G IN 16mmC.

28

28

ATS-1

TX-1

29

ENCLOSED BREAKER FOR TRANSFORMER

"TX-1", REFER TO SINGLE LINE FOR

DETAILS.

29

NEW UNFUSED DISCONNECT SWITCH FOR

ATS-1, REFER TO SINGLE LINE FOR DETAILS

30

30

ER

E-2

EXISTING ELECTRICAL ROOM AND

NEW WORK GENERATOR LAYOUT -

POWER AND SIGNALS -

ELECTRICAL

1st FLOOR PART PLAN

1E-2

SCALE: N.T.S.

FIRE STATION No.426



t. 905-882-1100

f. 905-882-0055

www.mmm.ca




1

NEW WORK NOTES:

2

3

ROUTING OF ALL SERVICES CONDUIT/DUCT ARE DIAGRAMMATIC. BE RESPONSIBLE TO CONFIRM EXACT

ROUTING AND TERMINATIONS ON SITE PRIOR TO FABRICATION OR ROUGH-IN AND INCLUDE FOR

REQUIRED OFFSETS, TRANSITIONS ETC. AS REQUIRED FOR A COMPLETE INSTALLATION.

ALL PENETRATIONS THROUGH WALLS AND CEILINGS SHALL BE FIRE SMOKE STOPPED WITH 3m FIRE STOP

MATERIAL. REFER TO SPECIFICATIONS FOR DETAILS.

PROVISION OF ALL PENETRATIONS AND OPENINGS 50mm (2") AND LESS IN SIZE SHALL BE THE RESPONSIBILITY OF

THE ELECTRICAL TRADE. REFER TO SPECIFICATIONS FOR DETAILS.

EXISTING ELECTRICAL ROOM -DEMOLITION3E-2

SCALE: N.T.S.

EXISTING ELECTRICAL ROOM - NEW WORK4E-2 SCALE: N.T.S.

ROOF PART PLAN

2E-2

SCALE: N.T.S.


DEMOLITION NOTES:

2CAP OFF AND FIRE STOP ALL FLOOR/WALL CONDUIT STUB-UPS UPON REMOVAL OF FEEDERS.

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 SERVICES ARE DIAGRAMMATIC. BE RESPONSIBLE TO CONFIRM EXACT

ROUTING AND TERMINATIONS ON SITE PRIOR TO FABRICATION OR ROUGH-IN AND

INCLUDE FOR REQUIRED OFFSETS, TRANSITIONS 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.

3.


COORDINATE TRENCHING / EXCAVATION OF SURFACES TO SUIT NEW GENERATOR

SERVICES AND INSTALLATION. 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.

5.

AutoCAD SHX Text

DATE: 2016/07/20

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

PROJECT :

AutoCAD SHX Text


AutoCAD SHX Text

CONSULTANT

AutoCAD SHX Text


AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

TRUE NORTH

AutoCAD SHX Text

CONSTRUCTON NORTH

AutoCAD SHX Text

No.

AutoCAD SHX Text

Date

AutoCAD SHX Text

Description

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

140 LANDSDOWNE AVE.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

CLIENT

AutoCAD SHX Text

ADDRESS :

AutoCAD SHX Text

1.

AutoCAD SHX Text

2016/07/28

AutoCAD SHX Text

Issued For 75%%%

AutoCAD SHX Text


AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

No.

AutoCAD SHX Text

Date

AutoCAD SHX Text

Description

AutoCAD SHX Text

Client Review

AutoCAD SHX Text

I.Z.

AutoCAD SHX Text

D.L.

50A-3P

45kVA,

600V-208/120V

DRY-TYPE

TRANSFORMER

"TX-1"

4#2/0+G, 53mmC

3#6+G, 27mmC

ENCLOSED BREAKER


E

EXISTING

DISCONNECT

MAX FUSE

15A

E

EXISTING

DISCONNECT

/ STARTER

E

EXISTING

DISCONNECT

600V, 30A

EE

E

EXISTING

DISCONNECT

600V, 30A

E

E

E

E

EXISTING

DISCONNECT

600V, 30A

E

E

E

E

E

E

EXISTING

DISCONNECT

600V, 60A

E

EXISTING

DISCONNECT

/ STARTER

EXISTING

DISCONNECT

/ STARTER

EXISTING

DISCONNECT

/ STARTER

E

TRUCK

EXHAUST

EXISTING

EXHAUST

FAN

EF-7

EXISTING

CIRCULATION

PUMPS

EXISTING

MAKE-UP

AIR

UNIT

EXISTING

SUPPLY

AIR

UNIT

S-2

EXISTING

DOORS

1 & 2

EXISTING

SUPPLY

AIR

EXISTING

EF-1

EXISTING

ROOF TOP AIR

CONDITION

UNIT


E

E

E

EXISTING

DISCONNECT

125/250V,

100A

E

EE

E

E

E

E

E

E

EXISTING

PANEL

EXISTING

DISCONNECT

240V, 100A

EXISTING

DISCONNECT

240V, 100A,

MAX FUSE

70A

E

EXISTING

LIGHTING

PANEL "B"

EXISTING

LIGHTING

PANEL "C"

EXISTING

LIGHTING

PANEL "A"

EXISTING

BR-1

EXISTING

MAIN FLOOR

NEW DRYER

EXISTING INCOMING

ELECTRICAL SERVICE

120/240V, 200A, 1Ø, 3W.

SEE NOTE 3.

M

EXISTING INCOMING

ELECTRICAL SERVICE

600/347V, 3 PHASE.

CONTRACTOR TO VERIFY.

R

D

E


RELOCATED TO SUIT NEW INSTALLATION.

COORDINATE/COMFIRM WITH TORONTO HYDRO FOR

ASSOCIATED WORK AND EXACT REQUIREMENT AND

PROVIDE ALL ASSOCIATED ACCESSORIES AS REQUIRED

TO FACILITATE THE NEW INSTALLATION COMPLETELY.




100kW

100KW/125kVA, 600/347V, 3PH, 4W, NEW OUTDOOR NATURAL GAS GENERATOR CONTAINERIZED IN

SKIN-TIGHT ACOUSTICAL ENCLOSURES . REFER TO SPECIFICATION FOR DETAILS.

1# 3/0 GROUND, GROUND ALTERNATOR "WYE POINT (NEUTRAL) OF GENERATOR IN

ACCORDANCE WITH CODE REQUIREMENTS AND MANUFACTURER RECOMMENDATIONS.

BONDING GENERATOR NEUTRAL TO THE FRAME AND GROUND OF THE GENERATOR IN

ACCORDANCE WITH CODE REQUIREMENTS.EPO

WP

CG

150A-3P



4#4+G, 53mmC

D


'ATS-1', 600/347V, 200A, 3PH, 4W

(4 POLE, SWITCHED NEUTRAL)



4#2/0+G, 103mmC.

CONTROL WIRING FOR ATS START/STOP IN 53mmC" CONDUIT,

COORDINATE WITH MANUFACTURER RECOMMENDATION FOR

EXACT CABLING & CONDUIT REQUIREMENTS.

EPOGENERATOR

ANNUNCIATOR

PANEL,

SUPPLIED BY

GENERATOR

MANUFACTURER.

ENCLOSED BREAKER

60A-3P

ER

4#1/0+G, 53mmC.

4#1/0+G, 53mmC.

M

D

D

D

EXISTING THES

METER

D

EXISTING MAIN

SERVICE ENTRANCE

DISCONNECT SWITCH

120/240V, 200A

200A-3P

F@100A

SEE NOTE 4

ER

REPLACE EXISTING SPLITTER

WITH NEW 600V, 225A, 3Ø, 4W

SPLITTER AND RECONNECT

EXISTING LOAD TO NEW

SPLITTER BALANCED AND

EVENLY AMONG PHASES.

200A-3P

U/F




CONSULTANT ANY CONCERNS FOR 230/240V LOADS

RECONNECTIONS TO NEW 208V DISTRIBUTION.

GENERAL NOTES:

1


3




4

6






5

COORDINATE WITH TORONTO HYDRO FOR THE ASSOCIATED WORK OF RELOCATING AND

RECONNECTING EXISTING 600/347V, 3 PHASE SERVICE ENTRANCE EQUIPMENT. ENSURE SERVICE

NEUTRAL IS GROUNDED AND BONDED PROPERLY AT NEW MAIN SERVICE ENTRANCE DISCONNECT

SWITCH AS PER OESC. PROVIDE ALL ASSOCIATED ACCESSORIES AS REQUIRED TO FACILITATE THE

NEW INSTALLATION. ALL THIS WORK TO BE PAID FOR FROM CASH ALLOWANCE.



7


RECONNECT EXISTING TORONTO HYDRO SERVICE

ENTRANCE CABLE TO THE NEW SERVICE ENTRANCE

DISCONNECT SWITCH AT NEW LOCATION.

EXISTING MAIN SERVICE DISCONNECT SWITCH TO BE

REPLACED WITH NEW 600V, 200A, 3Ø, 4W MAIN SERVICE

ENTRANCE RATED DISCONNECT SWITCH WITH NEW

100A FUSE INSTALLED TO ACCOMMODATE THE

INCOMING TORONTO HYDRO SERVICE NEUTRAL AND

ENSURE EQUIPMENT IS GROUNDED AND BONDED

PROPERLY AS PER OESC CODE REQUIREMENTS. THE

NEW DISCONNECT SWITCH WILL BE RELOCATED TO

SUIT NEW INSTALLATION.

ER

REPLACE EXISTING SPLITTER WITH NEW 120/208V, 225A, 3Ø, 4W SPLITTER. RECONNECT ALL

EXISTING LOAD FEEDERS AND ENSURE ALL LOADS ARE CONNECTED AND EQUALLY BALANCED.





EXACT REQUIREMENTS.

CONTROL WIRING FOR EPO BUTTON IN 53mmC

CONDUIT, COORDINATE WITH MANUFACTURER

RECOMMENDATION FOR EXACT REQUIREMENTS.

EXISTING OFFICE





EXISTING LOAD

EXISTING

DISCONNECT

125/250V,

100A

EXISTING

DISCONNECT

125/250V,

100A

SEE NOTE 1.






(NO MARK UP).

PROVIDE LOAD BANK BREAKER, REFER TO SPECIFICATION FOR DETAILS.

E-3


DIAGRAM

FIRE STATION No.426



t. 905-882-1100

f. 905-882-0055

www.mmm.ca




AutoCAD SHX Text

DATE: 2016/07/20

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

PROJECT :

AutoCAD SHX Text


AutoCAD SHX Text

CONSULTANT

AutoCAD SHX Text


AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

TRUE NORTH

AutoCAD SHX Text

CONSTRUCTON NORTH

AutoCAD SHX Text

No.

AutoCAD SHX Text

Date

AutoCAD SHX Text

Description

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

140 LANDSDOWNE AVE.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

CLIENT

AutoCAD SHX Text

ADDRESS :

AutoCAD SHX Text

1.

AutoCAD SHX Text

2016/07/28

AutoCAD SHX Text

Issued For 75%%%

AutoCAD SHX Text


AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

No.

AutoCAD SHX Text

Date

AutoCAD SHX Text

Description

AutoCAD SHX Text

Client Review

AutoCAD SHX Text

I.Z.

AutoCAD SHX Text

D.L.

LANDSDOWNE AVE.

EXISTING FIRE HALL #426

(140 LANDSDOWNE AVE.)

EXISTING SOLAR

PANEL

EXISTING

MECHANICAL

EQUIPMENT

EXISTING GAS PIPE

ON ROOF

APPROXIMATE LOCATION OF EXISTING

GAS METER AND REGULATOR

ASSEMBLY TO BE REMOVED

NEW GAS METER AND REGULATOR

ASSEMBLY


OUTDOOR NATURAL GAS GENERATOR

ON ROOF OF BUILDING.

REFER TO ELECTRICAL & STRUCTURAL

PLANS FOR FINAL LOCATION.

EXISTING GAS LINE UP TO

ROOF MOUTED MUA UNIT

RECONNECT TO EXISTING

ABOVE ROOF

RELOCATED POSITION FOR

PIPING TO SOLAR PANEL

RECONNECT TO THE EXISTING

RETAINED PIPES AT SOLAR PANEL

REMOVE EXISTING PIPING AND

SUPPORTS.

* RETAIN PIPING AND

SUPPORTS FOR RELOCATION

* PROVIDE ADDITIONAL PIPING

AND SUPPORTS AS REQUIRED

TO SUIT NEW ROUTING

* REINSULATE AS REQUIRED

EQUAL TO EXISTING

32mm NEW GAS LINE UP TO

ROOF MOUNTED GENERATOR









1. MECHANICAL:







AND COMMISSIONED:





OVER TO CONSULTANT.

GAS LINE

DEMOLISHED

PIPE RISER DOWN



D

E

G

PIPE RISER UP

PIPE RISER UP


R

FLEXIBLE CONNECTOR

DRAWING LIST


As NotedM-1



CHECK VALVE

VALVE

UNION



OF IMPLEMENTATION

GENERAL NOTES:






SCOPE OF WORK.

2 ALL 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



ROOF TOP UNIT - 1 @ 351 CFH

DOMESTIC HOT WATER HEATERS - 0


BBQ - 1 @ 100 CFH



NEW CONNECTED LOAD = 3061 CFH @ 2 PSI

2M-1

SCALE: N.T.S.


ON ROOF(1090 CFH)

2#G

32ø

VALVE SHALL BE

COLORED "RED"

P.R.V.

G

~



3061 CFH AT 2 PSI



REMOVED

CONNECT INTO

EXISTING SERVICE

~

GRADE



DO NOT SHUT OFF"

G

CONNECT TO THE

EXISTING GAS LINE



DO NOT SHUT OFF"

EMERGENCY

GENERATOR







OF 1971 CFH

32ø32ø

38ø

38ø

32ø





32ø

2#G

2#G

PIPING TO BE ROUTED UP THE

EXTERIOR WALL. LOCATE GAS

LINE BESIDE THE EXISTING GAS

LINE.

M-1

FIRE STATION

No.426




1

M-1

SCALE: N.T.S.


A. GENERAL1. CHECK DIMENSIONS ON STRUCTURAL DRAWINGS AGAINST ELECTRICAL / MECHNICAL DRAWINGS AND

EXISTING SITE CONDITIONS. REPORT ANY INCONSISTENCIES TO CONSULTANT BEFORE PROCEEDING WITHTHE WORK.

2. REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR LOCATION AND SIZE OF CONDUITS AND GASPIPING.




B. DESIGN1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH PART 4 OBC 2012.2. DESIGN DATA (OBC 2012):




C. CONSTRUCTION PHASING1. COORDINATE WITH ELECTRICAL, MECHANICAL AND GENERAL TRADES WORK TO DETERMINE REQUIRED

SEQUENCE OF CONSTRUCTION FOR WORK SHOWN ON STRUCTURAL DRAWINGS.

D. REFERENCE STANDARDS & PUBLICATIONS1. CAST-IN-PLACE CONCRETE, CONCRETE FORMWORK AND CONCRETE REINFORCEMENT:

1) CSA STANDARD A23.1, CONCRETE MATERIALS AND METHODS OF CONCRETE CONSTRUCTION.2) CSA STANDARD A23.2, METHODS OF TEST AND STANDARD PRACTICES FOR CONCRETE.3) CSA STANDARD A23.3, DESIGN OF CONCRETE STRUCTURES FOR BUILDINGS.4) ADD CSA-S269.3 (R1998) CONCRETE FORMWORK.5) ACI 117 STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS.6) ACI 315, DETAILS AND DETAILING OF CONCRETE REINFORCEMENT.7) ACI 315R, MANUAL OF ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES.8) RSIC-2004 REINFORCING STEEL MANUAL OF STANDARD PRACTICE.



E. SITE WORK1. DEMOLITION:

1) REMOVE EXISTING ROOFING, WATERPROOFING, STEEL DECK AS REQUIRED TO EXTEND EXISTING STEELCOLUMNS INDICATED ON DRAWINGS.

F. SHOP DRAWINGS AND SUBMITTALS1. STRUCTURAL STEEL:










G. INSPECTION AND TESTING1. PERFORM FIELD INSPECTIONS AND TESTING DESCRIBED BELOW BY AN INSPECTION AND TESTING

COMPANY, APPOINTED AND PAID FOR BY THE GENERAL CONTRACTOR.2. STRUCTURAL STEEL SHOP INSPECTION:

1) MATERIALS AND PAINT CONFORM TO CONTRACT DRAWINGS. MILL TEST REPORTS, PROPERLYCORRELATED TO THE MATERIALS, WILL BE ACCEPTED IN LIEU OF PHYSICAL TESTS OF STRUCTURALMATERIALS;



CONNECTIONS.3. FIELD INSPECTION AND TESTING OF STRUCTURAL STEEL:


PAINT.7) INSPECTION OF WELD AS PER NOTES I. 29 & 30.

H. CHEMICAL/ADHESIVE AND MECHANICAL ANCHORS1. CHEMICAL/ADHESIVE ANCHORS SHALL BE HILTI HY-200 MAX ADHESIVE SYSTEM, UNLESS NOTED

OTHERWISE.2. MECHANICAL ANCHORS SHALL BE HILTI KWIK-BOLT TZ, UNLESS NOTED OTHERWISE.3. WHERE DETAILS NOTE EPOXY GROUT, USE HILTI HY-200 MAX ADHESIVE SYSTEM.4. ALTERNATIVE ENGINEER APPROVED ANCHOR TYPES ARE PERMITTED. SUBMIT PROPOSED ANCHOR TYPE

AND MANUFACTURE'S PUBLISHED DATA INCLUDING LOAD CAPACITY, EDGE DISTANCE REQUIREMENTS ANDSPACING REQUIREMENTS FOR APPROVAL PRIOR TO USING ALTERNATIVE ANCHOR.

5. INSTALL ANCHORS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.

6. THE MANUFACTURER'S REPRESENTATIVE SHALL TRAIN INSTALLERS.

I. STRUCTURAL STEEL1. STRUCTURAL WIDE FLANGE SHAPES (W) shall CONFORM TO CAN/CSA-G40.20/G40.21 GRADE 350W OR ASTM

A992/A992M GRADE 50 (345 MPa).2. ANGLES, PLATES AND CHANNELS (L, C) shall CONFORM TO CAN/CSA-G40.20/G40.21 GRADE 300W.3. HOLLOW STRUCTURAL SECTIONS (HSS) shall CONFORM TO ASTM A500 GRADE C.4. ANCHOR RODS SHALL CONFORM TO ASTM F1554 GRADE 55 WELDABLE STEEL OR 300W THREADED ROD

CONFORMING TO CSA G40.21-M, UNLESS OTHERWISE NOTED OR SHOWN.5. STRUCTURAL BOLTS SHALL CONFORM TO ASTM A325M, NUTS shall CONFORM TO ASTM A563M. WASHERS

CONFORM TO ASTM F436M.6. NON-SHRINK GROUT SHALL HAVE A 35 MPa (5000 PSI) MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS.7. PROVIDE MINIMUM LENGTH OF BEARING OF 200 mm (8") FOR ALL STEEL BEAMS BEARING ON MASONRY AND

CONCRETE AND A MINIMUM OF 100 mm (4") ON STRUCTURAL STEEL, UNLESS OTHERWISE NOTED ORSHOWN.

8. CENTRE BEARING PLATES UNDER BEAMS UNLESS OTHERWISE NOTED OR SHOWN.9. BEARING PLATE DIMENSION GIVEN FIRST INDICATES SIDE PARALLEL TO BEAM WEB.10. NO STRUCTURAL STEEL SHALL BE CUT IN THE FIELD UNLESS REVIEWED AND APPROVED BY THE

CONSULTANT.11. ALL WELDS EXPOSED TO VIEW SHALL BE GROUND SMOOTH.12. IT IS THE INTENTION OF THESE DESIGN DOCUMENTS TO DELEGATE THE DESIGN OF ALL STRUCTURAL

STEEL CONNECTIONS TO A PROFESSIONAL ENGINEER, LICENSED IN THE PROVINCE OF ONTARIO. THISREQUIREMENT EXTENDS TO ALL CONNECTIONS, WITH THE EXCEPTION OF THOSE SPECIFICALLY FULLYDESIGNED IN THE DESIGN DOCUMENTS. IT IS ANTICIPATED THAT PROSPECTIVE STRUCTURAL STEELFABRICATORS WILL PERFORM NECESSARY INVESTIGATION TO DETERMINE THE FULL IMPACT OFCONNECTION CLEARANCE REQUIREMENTS, AS WELL AS THE POTENTIAL NECESSARY INTRODUCTION OFDOUBLER PLATES, CONTINUITY PLATES, AND/OR WEB FLANGE OR OTHER STIFFENERS PRIOR TOSUBMITTING ANY BID FOR THIS WORK.

13. PROVIDE SIGNED AND SEALED CALCULATIONS FOR ALL STRUCTURAL STEEL CONNECTION DESIGN.CALCULATIONS ARE TO BE SUBMITTED SIMULTANEOUSLY WITH CORRESPONDING SUBMITTAL.

14. FORCES INDICATED ARE FACTORED LOADS UNLESS OTHERWISE NOTED OR SHOWN. SUBSCRIPTS D, L. WAND Q REFER TO DEAD, LIVE, WIND AND EARTHQUAKE LOADS, RESPECTIVELY.

15. WHERE MOMENT CONNECTIONS ARE CALLED FOR BUT VALUES ARE NOT INDICATED, DESIGNCONNECTIONS FOR FULL MOMENT CAPACITY OF THE SMALLER MEMBER JOINED.

16. SPLICES SHALL BE DESIGNED TO DEVELOP THE FULL CAPACITY OF THE MEMBER AT THE POINT OF THESPLICE. MEMBERS SHALL NOT BE SPLICED AT POINTS OF MAXIMUM STRESS. NO SPLICES SHALL BE MADEUNLESS SHOWN ON THE DRAWINGS OR REVIEWED AND APPROVED BY THE CONSULTANT.

17. PROVIDE WELDED STIFFENER PLATES ON BOTH SIDES OF THE WEB OF BEAMS AT POINTS OFCONCENTRATED LOAD INCLUDING BEAMS SUPPORTING COLUMNS OR RUNNING OVER TOPS OF COLUMNS,UNLESS SHOWN BY DESIGN, THAT STIFFENERS ARE NOT REQUIRED.

18. CONNECT ALL COLUMNS TO THE BASE PLATES FOR THE LARGER OF THE FOLLOWING FORCES IN ADDITIONTO OTHER FORCES SHOWN:

1) AT BRACING FOR THE FACTORED HORIZONTAL COMPONENTS FROM THE BRACING.2) FOR 3% OF THE FACTORED VERTICAL COLUMN LOAD APPLIED HORIZONTALLY.

20. SHAPE AND SIZE GUSSET PLATES TO CLEAR ARCHITECTURAL FINISHES, MECHANICAL DUCTS, PIPES,ELEVATOR SHAFTS AND THE LIKE.

21. PROVIDE ALL ANCHOR RODS, CAST IN PLATES WITH ANCHORS, AND ANCHORS REQUIRED TO CONNECTSTRUCTURAL STEEL TO CAST-IN-PLACE CONCRETE.

22. LENGTH FOR ANCHOR RODS, STRAP ANCHORS AND SIMILAR DEVICES IS GIVEN FOR THE STRAIGHT LENGTHWITHOUT HOOK. PROVIDE A 75 mm (3") HOOK FOR ALL ANCHOR RODS AND A 50 mm (2") HOOK FOR ALLSTRAP ANCHORS, TYPICAL UNLESS NOTED OTHERWISE.

23. PROVIDE CAMBER TO BEAMS, GIRDERS AND TRUSSES AS SHOWN ON THE PLANS. CAMBERS SHOWN AREFOR ERECTED IN-PLACE CONDITION OF MEMBERS BEFORE INSTALLATION OF STEEL DECK. WHERECONCRETE ON STEEL DECK IS CALLED FOR, SCREED SLAB TO SUIT BEAM CAMBERS.

24. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, TYPICAL SHEAR CONNECTIONS ARE TO BE DESIGNED ASFOLLOWS:

1) TYPICAL BEAM TO BEAM (NON-SPANDREL CONDITION) CONNECTIONS - ONE SIDED, TWO SIDED OR ENDPLATE CONNECTIONS.

2) TYPICAL BEAM TO SPANDREL BEAM CONNECTIONS - TWO SIDED OR END PLATE CONNECTIONS.3) TYPICAL BEAM TO COLUMN CONNECTIONS - TWO SIDED OR END PLATE CONNECTIONS.4) TYPICAL SPANDREL BEAM TO COLUMN CONNECTIONS - TWO SIDED CONNECTIONS.5) ALL OTHER CONDITIONS - TWO SIDED OR END PLATE CONNECTIONS.

NOTE: THE ADDITION OF OTHER CONNECTION FORCES (I.E. AXIAL FORCES) MAY RESULT IN DIFFERENTCONNECTIONS TO THOSE NOTED ABOVE.

25. ALL STRUCTURAL STEEL OUTSIDE OF THE BUILDING ENVELOPE SHALL BE HOT DIPPED GALVANIZED PERASTM A123 AND ALL FASTENERS AND HARDWARE SHALL BE HOT DIPPED GALVANIZED PER ASTM A153.

26. THE CAMBER OF STEEL MEMBERS SHALL BE VERIFIED IN THE SHOP AND THE FIELD. WHEN NO CAMBER ISINDICATED, TURN THE MEMBER NATURAL CAMBER UP.

27. HIGH STRENGTH BOLTS IN BEARING CONDITION SUPPORTING SIMPLE SPAN BEANS NOT SUBJECT TO AXIALLOADS MAY BE INSTALLED TO “SNUG TIGHT” CONDITION IF NORMAL, SHORT SLOTTED OR OVERSIZEDHOLES ARE USED. THE ENGINEER OF RECORD WILL BE THE ULTIMATE AUTHORITY IN THE USE OF “SNUGTIGHT” BOLTS.

28. WELDS SHOWN ON STRUCTURAL DRAWINGS ARE MINIMUM DESIGN REQUIREMENTS. THE FABRICATOR'SSHOP DRAWINGS SHALL REFLECT WELDS IN ACCORDANCE WITH CWS REQUIREMENTS.

29. FULL PENETRATION GROOVE WELDS SHALL BE INSPECTED BY ULTRASONIC TESTING.30. TWENTY- FIVE PERCENT OF THE WELDS SHALL BE INSPECTED AT RANDOM UNLESS NOTED OTHERWISE.31. UNLESS NOTED OTHERWISE ON THE DRAWINGS, GROOVE WELDS SHALL BE FULL PENETRATION.32. CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE DURING THE TENDER TO IDENTIFY ANY

INTERFERENCE THAT WOULD PREVENT INSTALLATION OF STRUCTURAL STEEL. ANY INTERFERENCE SHALLTO BE RELOCATED AS REQUIRED SO AS TO PERMIT INSTALLATION OF THE STRUCTURAL STEEL.CONTRACTOR SHALL CONSULT MECHANICAL AND ELECTRICAL DRAWINGS AND SPECIFICATIONS TODETERMINE REQUIREMENTS PRIOR TO RELOCATING ANY INTERFERENCES.

J. RAILINGS1. ENGINEERED RAILING SYSTEM AND CONNECTION TO THE STRUCTURE SHALL BE DESIGNED BY AN

ENGINEER LICENSED IN THE PROVINCE OF ONTARIO.2. RAILING SYSTEM AND CONNECTIONS SHALL BE DESIGNED FOR LOADS INDICATED IN THE APPLICABLE

CODES.3. SUBMIT SIGNED AND SEALED SHOP DRAWINGS, INDICATING THE LOADING UTILIZED, PRIOR TO

FABRICATION.

K. STEEL STAIRS / LADDERS1. ENGINEERED STEEL STAIR / LADDER SYSTEM AND CONNECTIONS OF SAME TO THIS STRUCTURE SHALL BE

DESIGNED BY AN ENGINEER LICENSED IN THE PROVINCE OF ONTARIO.2. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY AN ENGINEER LICENSED IN THE PROVINCE OF

ONTARIO.3. STEEL STAIR SYSTEM AND CONNECTIONS SHALL BE DESIGNED FOR APPLICABLE LOADS AS INDICATED IN

THE BUILDING CODE.4. THE LOADS SHALL BE CLEARLY INDICATED ON SHOP DRAWINGS.5. SHOP DRAWINGS SHALL SHOW AND SPECIFY CONNECTIONS UTILIZED WITHIN THE STEEL STAIR SYSTEM AS

WELL AS CONNECTIONS TO AND LOADS IMPOSED UPON THE STRUCTURAL SYSTEM SHOWN ON THESEDRAWINGS.

6. SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR REVIEW PRIOR TO FABRICATION.

FIRE STATION No.426

S0

STEEL BEAM BEARING ON STEEL COLUMNTD-S14

STEEL

TYP

TYP TYP

COLUMN WEB PERPENDICULARTO BEAM WEB

COLUMN WEB PARALLELTO BEAM WEB

C

2 3

HSS POST

PLATFORM FRAMING1 : 50

B

1

C

2 3

REMOVE EXIST STEEL DECKTO EXPOSE EXIST STEELCOLUMN (TYP), MINIMIZETHE EXTENT OF DECKREMOVAL

PARTICAL EXISTING ROOF PLAN - DEMOLITION1 : 50

B

1

TO SUIT NEW GEN SETCOORDINATE W/ GENSET SHOP DWG

EXIST SOLAR PANEL

EXIST ROOF TOP UNIT

W310x60

W310x60

W2

00

x27

GR

AT

ING

(LL

=2

.4 k

Pa

)

W2

00

x27

W3

10

x60

W3

10

x60

NEW GEN SET (3500 Lb)

REFER TO MECH DWG

2-

1S1

EXIST STEEL COL(TYP)

CO

OR

DIN

AT

E W

/G

EN

SE

T S

HO

P D

WG

W310x60

W310x60

CA

NT

CA

NT

15

00

12

00

W310x60

SITE VERIFY TO AVOIDSOLAR PANEL

11 : 20 -

SECTION

2 3

EXISTING ROOF FRAMING

EXISTING ROOF DECK

W310 BEYOUND

W310

HSS POST(TYP)

EXISTINGSTEEL COLUMN

W310

EXISTING STEEL COLUMN

CAP PLATECP1 (TYP)

60

0M

AX

21 : 20 -

SECTION

EXISTING ROOF DECK

W200

NEW GENERATOR

W310 BEYOUND

W310W200

HSS POST(TYP)

GRATING REFER TO MECHANICALDRAWING FOR SPECIFICATION (TYP)

CONTINUOUS L51x51x4.8ALL AROUND (TYP)

W310

HANDRAIL

NEW GENERATOR

W200W200

HANDRAILALL AROUND(TYP)

C


EXISTINGSTEELCOLUMN

3-

CP 12THK (TYP)

W310W310

31 : 10 -

SECTION

REMOVE EXISTING ROOFDECK LOCALLY PRIOR TOINSTALLATION OF STEELPOST AND COVERD W/GAUGE METAL BENTPLATE AFTER. (TYP)CP

NEW HSS POSTTO MATCH EXIST

EXISTINGSTEELCOLUMN


L89x89x6.4 (TYP)

6

FIRE STATION No.426

S1

NOTES:

1. COORDINATE WITH GENSET SHOP DRAWING TO ENSURE THE GENSET IS DIRECTLY SUPPORTED BYSTEEL BEAM.

2. CONTRACTOR SHALL MAKE THE SURVEY OF EXISTING STEEL COLUMN LOCATION TO VERIFY THESIZE AND DIMENSIONS ON SITE PRIOR TO SHOP DRAWING PREPARATION.

3. REINSTALL WATER PROOFING AND ROOFING AFTER EXTENSION OF STEEL COLUMN. PROVIDE FIREWATCH DURING WELDING.

4. REFER TO MECH / ELEC DWGS RE-ROUTE MECH / ELECTRICAL PIPES TO AVOID CONFLICT WITH NEWPLATFORM.

5. DO NOT DAMAGE EXIST ROOF TOP UNIT AND SOLAR PANEL DURING CONSTRUCTION.6. REFER TO GENERAL NOTES AND TYPICAL DETAILS.

400 ESNA PARK DRIVE, UNIT 15, MARKHAM, ONTARIO L3R 3K2 P: 905 475 7755 F: 905 475 7718WWW.FISHERENVIRONMENTAL.COM

June 7, 2016

Meaghan Aldcroft





Toronto ON,

M5V 3C6

Re: Pre-Reno Designated Substance Sampling, 140 Lansdowne Avenue, Toronto, ON.

Dear Ms. Aldcroft,

As requested, Fisher Environmental Ltd. (Fisher) has performed an assessment of Toronto Fire Station

426 building located at 140 Lansdowne Avenue, Toronto, Ontario (the “Site”). Fisher understands that

the request to have the assessment performed is in anticipation of planned construction activities (backup

generator installation). The purpose of the current survey was to identify Designated Substances

including sampling of materials suspected to contain asbestos and lead. The assessment scope did not

include the entirety of the subject building. Rather, the assessment was limited to locations where

construction activities are proposed (Electrical Room and Building Exterior).

Location names and numbers are referenced from the most recent annual Designated Substance report

of the Site (under separate cover). The fieldwork was conducted on May 17, 2016.


A total of three bulk samples of homogenous materials suspected to contain asbestos were collected and

submitted to Fisher Environmental Laboratories for Polarised Light Microscopy (PLM) analysis, as

outlined in NIOSH Method 9002. The results of PLM sample analysis are summarized in Table 1, below.


SampleNo.

Sample Location Sample DescriptionAsbestos Content

(% by Weight/Type)

16-3965-01 1-04; Electrical Room Drywall Joint Compound (Ceiling) None Detected






Fisher Environmental Ltd.June 7, 2016

Fisher Project No.16-7706 Page 2140 Lansdowne Avenue, Toronto, ONThe City of Toronto, Facilities Management

The existing ACM inventory for the Site indicates the parging cement insulation on mechanical pipe

fittings at the Site to contain Chrysotile asbestos. Approximately 3 insulated fittings were reported in the

Electrical Room in the existing ACM inventory and observed to be in Good condition during the current

survey. Further, remnant of an asbestos cement (“transite”) rain water leader piping was observed in the

Electrical Room at the Site. This material was not sampled but is strongly suspected to contain asbestos

(presumed ACM) based on known historical preparation and usage. An estimated total of approximately

1 linear foot of this material was observed in Good condition in the Electrical Room. However, it is

suspected that these materials will not likely be impacted by proposed construction activities. No other

materials suspected to contain asbestos were observed in the project scope area(s). Provided the

parging cement and traniste pipe will not be disturbed, Fisher recommends that the planned construction

activities do not require asbestos abatement procedures.

Based on the observations and findings outlined above, Fisher recommends that if the ACM mechanical

pipe insulations are to be disturbed as part of the planned construction activities, they should be removed

using Type 2 Glove Bag Asbestos Abatement procedures (depending on the quantity to be disturbed and

methods employed), as outlined in O. Reg. 278/05. If ACM transite piping is to be disturbed as part of the

planned construction activities, it should be removed using Type 1 Asbestos Abatement procedures

(Type 3 if power tools are used), as outlined in O. Reg. 278/05.












included one visually distinct paint finish at the Site. A total of one bulk sample was collected and

submitted to Fisher Environmental Laboratories for inductively coupled plasma (ICP) analysis, as outlined

in NIOSH 7300. The laboratory analysis report for lead paint sample results is included as Attachment A.

The results of sample analysis by ICP method are summarized in Table 2, below.


Sample No. Sample Location Sample DescriptionLead Content (ppmand % by Weight)

16-3965-04 1-04; Electrical Room Beige Paint (ceiling) 315 ppm (0.032%)









The lead concentration of the Beige paint was determined to be below the limit of detection for the

analytic method used.

































Hassan Handulle, B.E.S. David Fisher, P. Eng., C. Chem.Project Manager Principal

Attachments: Attachment A - Laboratory Analysis Report




55 John Street, Toronto, ON Date Sampled: 17-May-16

M5V 3C6 Date Received: 18-May-16

Tel.: 416-392-9024 Date Reported: 20-May-16

E-mail: [email protected] Location: 140 Lansdowne Avenue


Asbestos, Lead

4 Bulk Samples


16-3965-01Drywall Joint

Compound


Compound


Compound

ANALYTICAL METHOD:

Not Detected




by PLM.



01C - DJC - Loc: 1-04

Analysis Requested:

Sample Description:

01A - DJC - Loc: 1-04 Not Detected

Not Detected

01B - DJC - Loc: 1-04






TEL: 905 475-7755





Asbestos, Lead

4 Bulk Samples


16-3965-04 Paint 315



Lead <10 10 102 80-120 112 70-130

RPD AR

Lead 0.0 0-30

LEGEND:



MS - Matrix Spike



ANALYTICAL METHODS:



QA/QC Report

ParameterBlank (ppm) LCS (%) MS (%)

Parameter


Client Sample ID Comments

Analysis Requested:

Duplicate (%)

P1 - Beige Paint - Loc: 1-04

Sample Description:



electrical drawing list 3/4

Documents