ISSUED FOR TENDER

MAY 2019

KEATON CENTRERENOVATION PROJECT

DUFFERIN-PEEL CATHOLIC DISTRICT

SCHOOL BOARD

Dufferin-Peel

Catholic District

School Board

APPROXIMATE LOCATION OF EXIST.

EXTERIOR SIGN TO BE DEMOLISHED

(INCLUDING EXIST. CONC. FOOTING)

AND REPLACED W/ NEW

(M.G.A.T)(TYP.)(SEE ELEC.)

(SEE STRUCT.)

EXTERIOR SIGNAGE NOTES:

1. GENERAL CONTRACTOR / SIGNAGE CONTRACTOR

IS RESPONSIBLE TO APPLY AND PAY FOR

THE SIGNAGE PERMIT.

GENERAL CONTRACTOR TO:

- CO-ORDIANTE W/ ELECTRICAL SUB-CONTRACTOR

FOR THE EXTENT OF THE POWER AND DATA

CONDUIT FEED;

- CUT, PATCH, RE-PAVE / RE-SOD / RE-PAINT

EXIST. ASPHALT / SOD AREA / PARKING AREA

AS REQUIRED. (M.G.A.T)(TYP.)(SEE ELEC.)

ARCHITECTURAL DRAWINGS

DRAWING LIST

COVER SHEET

A100 KEY PLAN, SITE PLAN, EXTERIOR SIGNAGE DETAIL & DRAWING LIST

A101 PHASING PLAN

A200 GROUND FLOOR- FLOOR FINISH DEMOLITION & NEW

A201 GROUND FLOOR- WALL FINISH PLAN & ROOM SCHEDULE

A300 ROOF PLAN - DEMOLITION AND NEW

STRUCTURAL DRAWINGS

S1 NEW SIGNAGE SUPPORT DESIGN, GENERAL NOTES AND SECTIONS

ELECTRICAL DRAWINGS

E100 SITE PLAN & DRAWING LIST - ELECTRICAL

E101 GROUND FLOOR PLAN - ELECTRICAL

E102 SPECIFICATION - ELECTRICAL

GENERAL NOTES & CONIDITIONS

DUFFERIN-PEEL CATHOLIC

DISTRICT SCHOOL BOARD

905-890-0708

KEATON CENTRE

5685

KEATON

CRESCENT

ELEVATION

PLAN

SIGNAGE BOARD

FONT DETAIL

RECOMMENDED SIGNAGE SUB-CONTRACTOR:

AGC GRAPHICS

860 BROCK ROAD SOUTH

PICKERING, ONTARIO L1W 3X3

TEL: 905.492.2484

adrian@agc-graphics.com

LEGEND

EXIST./EX. EXISTING

TYP. TYPICAL

VIF VERIFY IN FIELD

NIC NOT IN CONTRACT

M.G.A.T. MAKE GOOD ON AT ALL TRADES

AT JUNCTIONS

KEY PLAN, SITE PLAN,

EXTERIOR SIGNAGE DETAIL

& DRAWING LIST

NO. DESCRIPTION DATE

REVISIONS

ISSUED FOR CONSTRUCTION DATE

The contractor shall check and verify all dimensions and report

all errors and ommisions to the architect and the design

professional whose seal is affixed to this drawing. Do not scale

the drawings.

This drawing shall not be used for construction purposes until

issued for construction by the design professional whose seal is

affixed to this drawing and whose signature is below.

SHEET NO. DRAWN BY CHECKED

PROJECT NO.

SCALE

STRUCTURAL CONSULTANT

MECHANICAL CONSULTANT

ELECTRICAL CONSULTANT

SHEET TITLE

NORTH

KEATON CENTRE

Dufferin-Peel

Catholic District

School Board

WSP

-

STEPHENSON

AS NOTED

2190646

RNRT

SCALE:

1

A100

KEY PLAN

NTS

N

SITE

SCALE:

2

A100

SITE PLAN

1:500

1 ISSUED FOR CLIENT REVIEW 2019.04.12

SCALE:

3

A100

EXTERIOR SIGNAGE DETAIL

1:25

2 ISSUED FOR TENDER 2019.MAY.

±12802

±12802

±12802

±12802

±12802

±9195 ±9042 ±4521 ±9042 ±4521 ±4229 ±9042 ±9042±4813

1ST

2ND

3RD

LEGEND

EXIST./EX. EXISTING

TYP. TYPICAL

VIF VERIFY IN FIELD

NIC NOT IN CONTRACT

M.G.A.T. MAKE GOOD ON AT ALL TRADES

AT JUNCTIONS

±12802

±12802

±12802

±12802

±12802

±9195 ±9042 ±4521 ±9042 ±4521 ±4229 ±9042 ±9042±4813

PHASING LEGEND:

GENERAL USE AREA 068

WORK TO START ANY DATE IN JUNE 2019

WORK TO BE UNDERTAKEN DURING: AFTER HOURS AND

WEEKENDS.

GENERAL USE AREA 003

WORK TO START ANY DATE IN JUNE 2019.

WORK TO BE UNDERTAKEN ONLY IN PORTIONS AT A TIME.

ONCE JOB IS AWARDED THE BOARD TO ADVISE EXACT AREAS

TO BE DIVIDED W/ 1HR CONSTRUCTION HOARDING PARTITION.

1ST AREA: 3 WEEKS START TO FINISH

2ND AREA: 3 WEEKS START TO FINISH

2ND AREA: 3 WEEKS START TO FINISH

WORK TO BE UNDERTAKEN DURING: AFTER HOURS AND WEEKENDS.

GENERAL USE AREA 069

WORK TO START 2ND WEEK OF AUGUST 2020

AND BE COMPLETED BY END OF 3RD WEEK OF AUGUST 2020.

WORK TO BE UNDERTAKEN DURING: AFTER HOURS AND

WEEKENDS.

CORRIDOR #2 & #3

WORK TO START ANY DATE IN MAY 2019.

WORK TO BE UNDERTAKEN DURING: WEEKENDS AND BE

COMPLETED IN SECTIONS BEFORE THE FOLLOWING MONDAY

WORK WEEK.

ROOF

WORK TO START ANY DATE IN MAY 2019.

WORK TO BE UNDERTAKEN DURING: NORMAL WORK HOURS,

AFTER HOURS & WEEKENDS.

WORK TO BE COMPLETED IN PHASES:

PHASE 1 - ROOF '100A'; PHASE 2 - ROOF '100B'

PHASING NOTES:

1. ALL WORK AREAS TO BE CLEANED UP BEFORE GENERAL CONTRACTOR

LEAVES THE BUILDING / SITE (M.G.A.T.)(TYP.)

1 HOUR RATED CONSTRUCTION HOARDING PARTITION

ULC W407 16 SHEETROCK FIRECODE "C" PANELS TO

EACH SIDE OF 92-25 GA. STEEL STUDS. EXTEND TO U/S OF EXISTING

CEILING.PROVIDE SMOKE AND FIRE SEALS AT JUNCTIONS.(TYP)

PROVIDE TEMPORARY CONSTRUCTION DOORS WITH LOCKS.

PATCH AND REPAIR EXISTING CEILING AND FLOOR IF REQUIRED

AFTER DISMANTLING HOARDING.(M.G.A.T.)

NORMAL WORK HOURS (MONDAY TO FRIDAY)

START: 8:00 AM

FINISH: 4:00 PM

AFTER HOURS (MONDAY TO FRIDAY)

START: 4:00 PM

FINISH: 11:00 PM

WEEKENDS (SATURDAY AND SUNDAY)

START: 8:00 AM

FINISH: 5:00 PM

BOARD APPROVED HOURS ONLY (72HRS NOTICE REQUIRED):

START: 11:00 PM

FINISH: 5:00 AM

SCALE:

1

A101

GROUND FLOOR - PHASING PLAN

1:200

PHASING PLAN

NO. DESCRIPTION DATE

REVISIONS

ISSUED FOR CONSTRUCTION DATE

The contractor shall check and verify all dimensions and report

all errors and ommisions to the architect and the design

professional whose seal is affixed to this drawing. Do not scale

the drawings.

This drawing shall not be used for construction purposes until

issued for construction by the design professional whose seal is

affixed to this drawing and whose signature is below.

SHEET NO. DRAWN BY CHECKED

PROJECT NO.

SCALE

STRUCTURAL CONSULTANT

MECHANICAL CONSULTANT

ELECTRICAL CONSULTANT

SHEET TITLE

NORTH

KEATON CENTRE

Dufferin-Peel

Catholic District

School Board

WSP

-

STEPHENSON

AS NOTED

2190646

RNRT

SCALE:

1

A101

ROOF PLAN - PHASING PLAN

1:200

1 ISSUED FOR CLIENT REVIEW 2019.04.12

2 ISSUED FOR TENDER 2019.MAY.

±1

28

02

±1

28

02

±1

28

02

±1

28

02

±1

28

02

±9195 ±9042 ±4521 ±9042 ±4521 ±4229 ±9042 ±9042±4813

±20206

±2

90

0

±2562

±7

47

5

±6039

±3161

±3

80

0

±1524

±2438

±15770

±1

51

7

±9

66

8

±3753

66

08

±7649

±1

94

5±2

17

30

±6

25

5

±8235

±3

55

28

±

7

5

8

2

±3172

±3753

±6

46

0

±5

94

3

±1676

±7

28

1

±4143

±

2

2

4

9

±21220

±1

52

5

±1600

FLOOR FINISH DEMOLITION LEGEND: FLOOR FINISH DEMOLITION NOTES:

1. ALL DIMENSIONS TO BE

SITE MEASURED AND VERIFIED.

2. THIS DRAWING TO BE READ IN CONJUNCTION

W/ FLOOR FINISH NEW DRAWINGS. REPORT ANY

DISAGREEMENTS OR CONFLICTS BETWEEN DRAWINGS

TO THE ARCHITECT.

3. GENERAL CONTRACTOR IS RESPONSIBLE FOR X-RAY

STUDY OF EXIST. CONCRETE FLOOR SLAB BEFORE CUTTING

TO ENSURE STRUCTURAL INTEGRITY OF THE / FLOOR SLAB

AND NO EXIST. UNDERGROUND SERVICES TO BE AFFECTED.

4. ALL FLOOR AREAS WHERE EXISTING FLOOR FINISH HAS BEEN

REMOVED TO ACCOMMODATE NEW FINISHES TO BE

PROPERLY PREPARED WITH LEVELLING COMPOUND OR

CONCRETE TOPPING UP TO ±3" THICK,

SMOOTH & CLEAN TO RECEIVE NEW FLOORING.

5. REPAIR, PATCH, MAKE GOOD AT WALL AND FLOOR

JUNCTIONS AND PAINT FINISH TO ALL RELATED EXISTING

AREAS TO ACCOMMODATE NEW MECHANICAL & ELECTRICAL

MODIFICATIONS, FIXTURES AND NEW CONNECTIONS.

5. MAPOUT, DISMANTLE, REMOVE, STORE AND RE-INSTALL

ALL EXIST. LOOSE MILLWORK / FURNITURE TO ITS

ORIGINAL LOCATION (M.G.A.T.)(TYP.)

6. EXIST. FIXED MILLWORK / FURNITURE TO REMAIN (TYP.)

7. DEMOLISH EXIST. RUBBER BASE TRIM AT ALL EXIST. FIXED

MILLWORK / FURNITURE AND PREP FOR NEW (M.G.A.T.) (TYP.)

8. GENERAL CONTRACTOR TO PROTECT EXISTING EQUIPMENT

AND FURNITURE FROM DEBRIS AND DUST BY PROVIDING

PLASTIC SHEET COVERS DURING THE WORKS.

EXTENT OF THE EXIST. FLOOR FINISH

AND FLOOR WALL BASE

TO BE DEMOLISHED

(M.G.A.T.)(TYP.)

EXIST. WALL / PARTITION

TO REMAIN (TYP.)

FLOOR FINISH NEW LEGEND: FLOOR FINISH NEW NOTES:

1. ALL DIMENSIONS TO BE

SITE MEASURED AND VERIFIED.

2. THIS DRAWING TO BE READ IN CONJUNCTION W/

FLOOR FINISH DEMOLITION DRAWINGS.

REPORT ANY DISAGREEMENTS OR CONFLICTS

BETWEEN DRAWINGS TO THE ARCHITECT.

3. SUPPLY AND INSTALL NEW RUBBER BASE TRIM AT

ALL EXIST. FIXED MILLWORK / FURNITURE, AS

NECESSARY. (TYP.)

4. SUPPLY AND INSTALL NEW FLOOR

STAINLESS STEEL TRANSITION STRIPS

AT ALL JUNCTIONS BETWEEN

DIFFERENT TYPES OF FINISHES.

5. MAPOUT, DISMANTLE, REMOVE, STORE AND

RE-INSTALL ALL EXIST. LOOSE MILLWORK

FURNITURE TO ITS ORIGINAL LOCATION

(M.G.A.T.)(TYP.)

NEW SHEET VINYL FLOOR FINISH

(COLOUR #1) AND

RUBBER WALL BASE (TYP.)

NEW FLOOR STAINLESS STEEL

TRANSITION STRIP (TYP.)

(REFER TO DETAIL 3/A200)

EXIST. WALL / PARTITION

TO REMAIN (TYP.)

NEW SHEET VINYL FLOOR FINISH

(COLOUR #2) AND

RUBBER WALL BASE (TYP.)

±12802

±12802

±12802

±12802

±12802

±9195 ±9042 ±4521 ±9042 ±4521 ±4229 ±9042 ±9042±4813

±20206

±2900

±2562

±7475

±6039

±3161

±3800

±1524

±2438

±15770

±1517

±9668

±3753

6608

±7649

±1945

±21730

±6255

±8235

±35528

±

7

5

8

2

±3172

±3753

±6460

±5943

±1676

±7281

±4143

±

2

2

4

9

±21220

±1525

±1600

SUB-FLOOR

ADHESIVE CONCEALED VINYL

TRANSITION LEVELLER STRIP

STAINLESS STEEL

TRANSITIONAL STRIP

NOTE:

THIS DETAIL TO BE USED AT ALL JUNCTIONS BETWEEN CARPET TILE AGAINST NEW VINYL COMPOSITE

TILE OR CARPET TILE AGAINST NEW SHEET VINYL , ETC.

PROVIDE STAINLESS STEEL TRANSITION STRIPS AT JUNCTION BETWEEN DIFFERENT TYPES OF FINISHES.

THINNER FLOOR FINISH

THICKNESS VARIES

(6mm AND UP)

THICKER FLOOR

FINISH

LEGEND

EXIST./EX. EXISTING

TYP. TYPICAL

VIF VERIFY IN FIELD

NIC NOT IN CONTRACT

M.G.A.T. MAKE GOOD ON AT ALL TRADES

AT JUNCTIONS

SCALE:

1

A200

GROUND FLOOR- FLOOR FINISH DEMOLITION

1:200

GROUND FLOOR-FLOOR

FINISH DEMOLITION &

NEW PLAN

NO. DESCRIPTION DATE

REVISIONS

ISSUED FOR CONSTRUCTION DATE

The contractor shall check and verify all dimensions and report

all errors and ommisions to the architect and the design

professional whose seal is affixed to this drawing. Do not scale

the drawings.

This drawing shall not be used for construction purposes until

issued for construction by the design professional whose seal is

affixed to this drawing and whose signature is below.

SHEET NO. DRAWN BY CHECKED

PROJECT NO.

SCALE

STRUCTURAL CONSULTANT

MECHANICAL CONSULTANT

ELECTRICAL CONSULTANT

SHEET TITLE

NORTH

KEATON CENTRE

Dufferin-Peel

Catholic District

School Board

WSP

-

STEPHENSON

AS NOTED

2190646

RNRT

SCALE:

2

A200

GROUND FLOOR- FLOOR FINISH NEW

1:200

SCALE:

3

A200

TYPICAL TRANSITION STRIP DETAIL

NTS

1 ISSUED FOR CLIENT REVIEW 2019.04.12

2 ISSUED FOR TENDER 2019.MAY.

±12802

±12802

±12802

±12802

±12802

±9195 ±9042 ±4521 ±9042 ±4521 ±4229 ±9042 ±9042±4813

±20206

±2900

±2562

±7475

±6039

±3161

±3800

±1524

±2438

±15770

±1517

±9668

±3753

66

08

±7649

±1945

±21730

±6255

±8235

±35528

±

7

5

8

2

±3172

±3753

±6460

±5943

±1676

±7281

±4143

±

2

2

4

9

±21220

±1525

±1600

PAINT LEGEND:

- EXTENT OF THE AREA TO BE REPAINTED

- REFER TO PAINT COLOUR CHART ON DRAWING A201 FOR PAINT COLOURS.

- REPAINT ALL THE EXIST. PAINTED INTERIOR SURFACES WHICH INCLUDE BUT ARE NOT LIMITED TO:

· CONCRETE BLOCK / DRYWALL WALLS AND PARTITIONS (TYP.)

· DRYWALL CEILINGS AND BULKHEADS (TYP.)

· HM DOORS, SIDELIGHTS AND FRAMES (TYP.)

· HM WINDOW FRAMES IN CORRIDORS (TYP.)

- ALL HM ITEMS TO BE SANDED AND PRIMED BEFORE BEING REPAINTED

- M.G.A.T. FOR ALL ITEMS ABOVE

ROOM FLOOR BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING

NO. NAME MATERIAL FINISH MATERIAL FIN./COL. MATERIAL FIN./COL. MATERIAL FIN./COL. MATERIAL FIN./COL. MATERIAL FIN./COL. MATERIAL FINISH COLOR HEIGHT

REMARKS

GROUND FLOOR

2

EXIST.

CORRIDOR

SV2 - RB - EX PT EX PT EX PT EX PT EX - - EX -

3

EXIST.

CORRIDOR

SV2 - RB - EX PT EX PT EX PT EX PT EX - - EX -

EX-003

EXIST.

GENERAL USE AREA

SV1 - RB - EX PT EX PT EX PT EX PT EX - - EX -

EX-068

EXIST.

GENERAL USE AREA

SV1 - RB - EX PT EX PT EX PT EX PT EX - - EX -

EX-069

EXIST.

GENERAL USE AREA

SV1 - RB - EX PT EX PT EX PT EX PT EX - - EX -

LEGEND - ROOM FINISH SCHEDULE

EX EXISTING

HM HOLLOW METAL

SV1 SHEET VINYL

COLOUR #1

EARTHWARE (8641)

BY: POLYFLOR

SV2 SHEET VINYL

COLOUR #2

COOL BLENDE (8636)

BY: POLYFLOR

PT PAINT FINISH

RB RUBBER BASE

BURNT UMBER B (63)

BY: JOHNSONITE

PAINT COLOUR CHART

WALL PAINT WHITE DOVE (OC-17 = PM-19)

BY: BENJAMIN MOORE

DOOR PAINT BUCKLAND BLUE (HC-151)

BY: BENJAMIN MOORE

FRAME PAINT BABY SEAL BLACK (2119-30)

BY: BENJAMIN MOORE

LEGEND

EXIST./EX. EXISTING

TYP. TYPICAL

VIF VERIFY IN FIELD

NIC NOT IN CONTRACT

M.G.A.T. MAKE GOOD ON AT ALL TRADES

AT JUNCTIONS

SCALE:

1

A201

GROUND FLOOR- PAINTING - NEW

1:200

GROUND FLOOR -

PAINTING - NEW, AND

ROOM FINISH SCHEDULE

NO. DESCRIPTION DATE

REVISIONS

ISSUED FOR CONSTRUCTION DATE

The contractor shall check and verify all dimensions and report

all errors and ommisions to the architect and the design

professional whose seal is affixed to this drawing. Do not scale

the drawings.

This drawing shall not be used for construction purposes until

issued for construction by the design professional whose seal is

affixed to this drawing and whose signature is below.

SHEET NO. DRAWN BY CHECKED

PROJECT NO.

SCALE

STRUCTURAL CONSULTANT

MECHANICAL CONSULTANT

ELECTRICAL CONSULTANT

SHEET TITLE

NORTH

KEATON CENTRE

Dufferin-Peel

Catholic District

School Board

WSP

-

STEPHENSON

AS NOTED

2190646

RNRT

SCALE:

2

A201

ROOM FINISH SCHEDULE

NTS

1 ISSUED FOR CLIENT REVIEW 2019.04.12

2 ISSUED FOR TENDER 2019.MAY.

±12802

±12802

±12802

±12802

±12802

±9195 ±9042 ±4521 ±9042 ±4521 ±4229 ±9042 ±9042±4813

EXTENT OF EXIST. ROOF TO BE

REMOVED AND REPLACED

(REFER TO ROOFING

SPECIFICATIONS & DETAILS,

AND ROOF SCOPE OF WORK NOTES

- SEE BELOW) (M.G.A.T.)(TYP.)

WORK TO BE COMPLETED IN PHASES:

PHASE 1 - ROOF '100A' ;

PHASE 2 - ROOF '100B

DENOTES ROOF SECTION

ROOF LEGEND:

EXIST. ROOF HATCH ON CURB

EXIST. FAN ON CURB

EXIST. HVAC ON CURB

EXIST. ROOF DRAIN

EXIST. FURNACE OR SOIL OR

VENT STACK

LEGEND

EXIST./EX. EXISTING

TYP. TYPICAL

VIF VERIFY IN FIELD

NIC NOT IN CONTRACT

M.G.A.T. MAKE GOOD ON AT ALL TRADES

AT JUNCTIONS

ROOF SCOPE OF WORK NOTES:

1. EXISTING ASSEMBLIES

1.1 IT IS THE CONTRACTOR’S CHOICE TO CUT AND CONFIRM THE ROOF ASSEMBLY.

NO ADDITIONAL COSTS WILL BE ACCEPTED OR APPROVED FOR/OR BY THE OWNER.

THE EXISTING ROOFING ASSEMBLY IS:

(a) ROOF LEVELS 100A & 100B

(b) PEA GRAVEL

(c) 4-PLY FELT AND ASPHALT

(d) 50.8MM (2.0”) FIBREGLASS INSULATION

(e) KRAFT VAPOUR RETARDER

(f) METAL DECK

2. NEW ROOF ASSEMBLIES

2.1 ROOF LEVELS 100A & 100B, SUPPLY AND INSTALL THE NEW ROOFING SYSTEM COMPRISED OF

THE FOLLOWING (FROM THE TOP DOWN):

(a) 1-PLY OF MODIFIED BITUMINOUS GRANULATED CAP SHEET TORCHED IN PLACE

(b) 1-PLY OF MODIFIED BITUMINOUS BASE SHEET FACTORY LAMINATED TO ASPHALT PROTECTION

BOARD ADHERED IN PLACE.

(c) 2% SLOPE, TAPERED POLYISOCYANURATE INSULATION ADHERED IN PLACE

(d) 63.5MM(2.5”) POLYISOCYANURATE INSULATION ADHERED IN PLACE

(e) 63.5MM(2.5”) POLYISOCYANURATE INSULATION ADHERED IN PLACE

(f) 1-PLY SELF-ADHERING VAPOUR RETARDER ADHERED IN PLACE OVER 12.7MM (0.5”)

SHEATHING BOARD

(g) 12.7MM (0.5”) SHEATHING BOARD MECHANICALLY ATTACHED TO METAL DECK

(h) METAL DECK

2.2 ALL MEMBRANE FLASHINGS ARE TO BE 1 PLY MODIFIED BITUMINOUS MEMBRANE (BASE

SHEET) ADHERED IN PLACE AND 1 PLY OF GRANULATED MODIFIED BITUMINOUS MEMBRANE

(CAP SHEET) TORCHED IN PLACE CONFORM TO SECTION 07 52 16– STYRENE-

BUTADIENE-STYRENE MODIFIED BITUMINOUS MEMBRANE ROOFING

3. ADDITIONAL REQUIREMENTS

3.1 REMOVE AND DISPOSE OF THE EXISTING ROOFING COMPONENTS THAT ARE NOT REQUIRED

TO REMAIN AS PART OF THE NEW ROOFING SYSTEM.

3.2 SUPPLY AND INSTALL THE NEW ROOFING COMPONENTS IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS.

3.3 UTILIZE A SINGLE SOURCE SUPPLIER OF MEMBRANE AND RELATED PRIMARY MATERIALS.

3.4 PROVIDE THE MEMBRANE MANUFACTURER’S WARRANTY AS SPECIFIED.

3.5 DISPOSE OF ALL DEBRIS/WASTE IN APPROVED CONTAINERS AND TRANSFER TO AN

APPROVED MUNICIPAL AND/OR PROVINCIAL DISPOSAL SITE(S).

3.6 DISCONNECT AND RECONNECT ALL MECHANICAL UNITS AFTER RAISING CURBS TO SUIT

NEW ROOF ASSEMBLY. THE BOARD’S PREFERRED MECHANICAL AND ELECTRICAL

CONTRACTORS ARE TO BE USED. INFORMATION IS AS FOLLOWS:

(a) AUZ MECHANICAL CONTRACTING SERVICES

AHMAD MALIK

(905) 851 – 9786

auzmech@hotmail.com

(b) AMPSCON INC.

MAHMUD HASSAN

(416) 317 - 3048

ampsconinc@gmail.com

3.7 REMOVE ALL REDUNDANT MECHANICAL EQUIPMENT AND CURBS, COVER OPENING IN DECK.

RECOMMENDED ROOFING SUB-CONTRACTORS:

· ATLAS-APEX

· FLYNN

· SEMPLE-GOODER

· ATLANTIC

· SCHREIBER BROS.

· LAFLECHE

· SEEBAC

GENERAL NOTES:

1. GENERAL CONTRACTOR IS FULLY RESPONSIBLE FOR ALL THE COST RELATED TO THE REMOVAL,

MODIFICATION, EXTENSION AND REINSTALLATION TO ALL MECHANICAL UNITS AND EQUIPMENT

AND RELATED ELECTRICAL WORK. THE BOARD WILL NOT ALLOW ANY EXTRA COST CHARGES

BY THE GENERAL CONTRACTOR FOR THIS ITEM.

2. GENERAL CONTRACTOR IS FULLY RESPONSIBLE TO HIRE AND COORDINATE WITH THE BOARD'S

APPROVED MECHANICAL AND ELECTRICAL CONTRACTOR (WHERE APPLICABLE) FOR THE REMOVAL

AND REINSTALLATION OF THE MECHANICAL UNITS AND EQUIPMENT, AND ALL RELATED WORK.

3. GENERAL CONTRACTOR IS RESPONSIBLE TO HOIST, PROVIDE STORAGE ON WOOD SLEEPERS

IN FENCED IN AREA AND PROTECTION OF ALL UNITS AND EQUIPMENT FROM BEING DAMAGED AND

WEATHERED.

4. PERFORM A DETAILED SITE SURVEY OF THE SITE AND ALL AFFILIATED WORK AREAS AND

REVIEW EXISTING CONDITIONS PRIOR TO ANY DEMOLITION, ERECTION, AND MOBILIZATION.

REPORT ANY CONFLICTS WITH THE ENGINEER.

5. LOCATIONS OF EQUIPMENT AND CONNECTING SERVICES. ANY INFORMATION REGARDING

ACCURATE MEASUREMENT OF THE BUILDING ARE TO BE TAKEN AT THE SITE. DO NOT SCALE

THE DRAWINGS, AND DO NOT USE THE DRAWINGS FOR PREFABRICATION WORK.

6. COORDINATE ALL TEMPORARY SHUT DOWNS WITH THE SCHOOL BOARD. PROVIDE ISOLATION

VALVES AS REQUIRED.

7. IF ASBESTOS CONTAINING MATERIAL IS SUSPECTED OR IDENTIFIED IN THE WORK AREA WHICH

IS NOT IDENTIFIED IN THE ASBESTOS ABATEMENT REPORT, AND REQUIRED TO BE HANDLED AS PART

OF THE DEMOLITION PHASE OF THE PROJECT, CONTRACTOR SHALL HALT WORK AND INFORM

CONSULTANT OF SUCH CONDITIONS. CONTRACTOR SHALL NOT PROCEED WITH DEMOLITION OF

SUCH AREAS WITHOUT AUTHORIZATION BY CONSULTANT. REMOVAL OF SUCH MATERIALS TO

ACCOMMODATE THE WORK DESCRIBED AND OUTLINED IN THESE DRAWINGS SHALL BE ARRANGED

THROUGH THE OWNER. ASBESTOS ABATEMENT, IF ANY, IS EXCLUDED FROM THIS CONTRACT AND

WILL BE HANDLED SEPARATELY BY OWNER.

8. ALL ABANDONED OR OBSOLETE MECHANICAL SERVICES SUCH AS VALVES, PIPING, EQUIPMENT,

INSTRUMENTATION, ETC. SHALL BE REMOVED WITHIN THE WORK AREA TO FACILITATE ALL NEW

MECHANICAL WORK.

9. INSULATE ALL EXISTING PIPING WHERE INSULATION HAS BEEN REMOVED OR DAMAGED BY THIS

WORK . REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

10. ALL PIPE WORK TO BE TESTED FOR LEAKS WHEREVER NEW CONNECTIONS ARE MADE.

11. WHERE CONNECTIONS ARE MADE TO EXISTING SERVICES, CONTRACTOR SHALL MATCH ALL

EXISTING PIPE SIZES.

12. CLOSE-OUT DOCUMENT, ESA REPORT AND RE-BALANCING REPORT SHALL BE INCLUDED IN THE

SCOPE OF WORK.

13. GENERAL CONTRACTOR IS RESPONSIBLE TO PROVIDE FULL COMMISSIONING SERVICE TO ALL

UNITS AND EQUIPMENT. GENERAL CONTRACTOR TO PROVIDE ALL TESTS AND EQUIPMENT

START UP TEST REPORTS, INCLUDING BUT NOT LIMITED TO ROOFTOP UNITS, EXHAUST FANS AND

REFRIGERANT UNITS.

14. DISCONNECT AND RECONNECT BUILDING ENERGY MANAGEMENT SYSTEM BY QUALIFIED

PERSONNEL. RECOMMISSION THE CONTROLS AND UNITS OPERATION AT THE COMPLETION

OF THE WORK.

15. COVER EXISTING ROOF CURBS WITH PLYWOOD AND GALVANIZED FLASHING TO MAKE SECURE AND

WATER TIGHT.

16. ALL UNITS AND EQUIPMENT MUST BE REINSTALLED ON ROOF LEVEL AND OPERATIONAL BY

AUGUST 23, 2019.

17. GENERAL CONTRACTOR IS TO ALLOW FOR OVERTIME TO COMPLETE THE ABOVE WORK BY

COMPLETION DATE SET BY THE SCHOOL BOARD.

MECHANICAL NOTES (TO BE DONE IN EACH PHASE, AS REQUIRED):

18. GAS:

.1 GAS METER TO BE LOCKED OFF BY TSSA GAS CONTRACTOR UNTIL PIPE IS REINSTALLED.

ISOLATE EACH PIECE OF EQUIPMENT PRIOR TO DISCONNECTING FROM THE GAS LINE.

GAS PIPES TO BE LABELED AND SHALL BE REMOVED AND STORED ON PLYWOOD AND SKIDS

ON EXISTING ROOF. ALL PIPES TO BE CAPPED AND PROTECTED FROM DIRT AND DAMAGE.

.2 ALL EXISTING GAS PIPING TO BE DISCONNECTED FROM EXISTING ROOF TOP UNITS,

MODIFIED AS REQUIRED AND RECONNECTED TO EXISTING UNIT UPON RE-INSTALLATION OF

UNIT(S) TO ACCOMMODATE REPLACEMENT OF EXISTING ROOF. EXISTING GAS PIPING SHALL

ALSO BE EXTENDED/RAISED AS REQUIRED TO SUIT ROOF REPLACEMENT. INCLUDE FOR

ADDITIONAL CURBING, PIPING, FITTINGS AND ANY RETROFIT WORK AS REQUIRED TO SUIT.

.3 PROVIDE NEW ISOLATION VALVES FOR CONNECTION TO EQUIPMENT AND AT EACH RISER.

ALL REINSTALLED GAS PIPING TO BE TESTED. ANY WELDED PIPING TO BE DONE SHALL BE

DONE BY A LICENSED PRESSURE WELDER AND TAGGED WITH TSSA NUMBER. GAS PIPING

SHALL BE PAINTED YELLOW.

19. PLUMBING AND BOILER VENTS:

.1 EXISTING ROOF VENT PIPING TO BE EXTENDED TO ACCOMMODATE NEW ROOF INSTALLATION.

TERMINATIONS SHALL BE PER CURRENT PLUMBING CODE REQUIREMENTS. RE-FLASH ALL

ROOF PENETRATIONS.

.2 PROVIDE NEW CONES FOR PIPING PENETRATION AS REQUIRED.

.3 BOILERS MUST BE LOCKED OUT WHEN VENTING IS TEMPORARILY CAPPED.

20. UNITS, EXHAUST FANS AND DUCTWORK:

.1 EXISTING ROOF MOUNTED AIR HANDLING UNITS (RTUS) AND/OR EXHAUST FANS TO BE

DISCONNECTED AND REMOVED, INCLUDING REPLACEMENT OF EXISTING ROOF CURB TO

ACCOMMODATE ROOF REPLACEMENT AND ADDITIONAL INSULATION. CONTRACTOR SHALL

BE RESPONSIBLE TO CONFIRM EXACT ROOF CURB DIMENSIONS ON SITE. ALL EXISTING

DUCTWORK TO BE DISCONNECTED FROM EXISTING ROOF TOP AIR HANDLING UNITS AND/OR

EXHAUST FANS, INCLUDING INTERIOR DUCTWORK BELOW THE UNITS AND WITHIN

EXISTING ROOF CURBS. DUCTWORK TO BE MODIFIED AND EXTENDED AS REQUIRED TO

ACCOMMODATE NEW ROOF CURBS AND ROOF REPLACEMENT. BE RESPONSIBLE TO

RE-INSULATE EXISTING DUCTWORK AS REQUIRED TO SUIT MODIFICATION WORK AND

RECONNECT TO EXISTING UNIT UPON RE-INSTALLATION.

.2 SUPPLY AND INSTALL ADAPTER CURBS AND EXTEND DUCTWORK WHERE NECESSARY.

PROVIDE NEW FLEXIBLE CONNECTIONS BETWEEN THE DUCTWORK AND UNITS.

21. REFRIGERATION EQUIPMENT:

.1 SAFELY REMOVE THE REFRIGERANT FROM ALL CONDENSING UNITS AND ROOFTOP UNITS

CONDENSER IN ACCORDANCE WITH APPLICABLE CODES AND BY-LAWS. REFRIGERANT WILL

NEED TO BE PUMPED DOWN AND RECLAIMED FROM EACH UNIT PRIOR TO REMOVAL.

DISCONNECT REFRIGERANT LINES FROM THE EQUIPMENT AND CAP TO PROTECT THE

INTERIOR. MAKE PIPES SAFE ON THE ROOF TO ALLOW FOR THE ROOF INSTALLATION.

.2 ALL EXISTING REFRIGERATION PIPING TO BE DISCONNECTED FROM EXISTING ROOF TOP

CONDENSING UNITS, MODIFIED AS REQUIRED AND RECONNECTED TO EXISTING UNIT UPON

RE-INSTALLATION OF UNIT(S) TO ACCOMMODATE REPLACEMENT OF EXISTING ROOF.

EXISTING REFRIGERATION PIPING SHALL ALSO BE EXTENDED/RAISED AS REQUIRED TO SUIT

ROOF REPLACEMENT. INCLUDE FOR ADDITIONAL PIPING, FITTINGS AND ANY RETROFIT WORK

AS REQUIRED TO SUIT.

.3 ONCE REINSTALLED ALL LINE-SETS TO BE WELDED AND REINSULATED, EACH SYSTEM

CHARGED PER DESIGN PARAMETERS. ALL SYSTEMS TESTED, SET-UP PER ORIGINAL DESIGN.

START-UP/TESTING WITNESSED BY THE BOARD. ODP DOCUMENTATION TO ACCOMPANY ALL

CLOSE-OUT DOCUMENTS/REPORTS

ELECTRICAL NOTES (TO BE DONE IN EACH PHASE, AS REQUIRED):

22. DISCONNECT EXISTING FEEDER TO EXISTING RTU, CONDENSING UNIT, EXHAUST FAN, ETC. TO

ALLOW FOR REMOVAL OF EQUIPMENT AND REPLACEMENT OF EXISTING ROOF AND ROOF CURBS

WERE NECESSARY. BE RESPONSIBLE TO COIL EXISTING FEEDER AT ROOF LEVEL SAFELY,

MODIFY AS REQUIRED AND RECONNECT TO EXISTING EQUIPMENT UPON REINSTALLATION.

CONTRACTOR IS RESPONSIBLE TO CONFIRM EXISTING FEEDER AND CONDUIT SIZE ON SITE.

23. PROVIDE NEW INSULATED ELECTRICAL STACK SLEEVES TO ACCOMMODATE NEW ROOF ELEVATION

AND RE-CONNECT ALL ELECTRICAL WIRING TO ALL UNITS AND EQUIPMENT. FLASH IN SLEEVES AS

SPECIFIED FOR STACK FLASHING.

SCALE:

1

A300

ROOF PLAN - DEMOLITION AND NEW

1:200

ROOF PLAN

- DEMOLITION AND NEW

NO. DESCRIPTION DATE

REVISIONS

ISSUED FOR CONSTRUCTION DATE

The contractor shall check and verify all dimensions and report

all errors and ommisions to the architect and the design

professional whose seal is affixed to this drawing. Do not scale

the drawings.

This drawing shall not be used for construction purposes until

issued for construction by the design professional whose seal is

affixed to this drawing and whose signature is below.

SHEET NO. DRAWN BY CHECKED

PROJECT NO.

SCALE

STRUCTURAL CONSULTANT

MECHANICAL CONSULTANT

ELECTRICAL CONSULTANT

SHEET TITLE

NORTH

KEATON CENTRE

Dufferin-Peel

Catholic District

School Board

WSP

-

STEPHENSON

AS NOTED

2190646

RNRT

1 ISSUED FOR CLIENT REVIEW 2019.04.12

2 ISSUED FOR TENDER 2019.MAY.

UNDERGROUND PVC CONDUITS TOTERMINATE WITHIN SIGN PER ARCHITECTS'AND STRUCTURAL DETAILS. COORDINATEEXACT TERMINATION POINT ON SITE.

27mm (1") UNDERGROUND PVC CONDUITSFOR POWER AND DATA CABLING TO NEWILLUMINATED SIGNAGE. COORDINATE EXACTROUTING AND INSTALLATION ON SITE WITHALL EXISTING UNDERGROUND SERVICES.

PVC CONDUITS TO BEINSTALLED SURFACEMOUNTED TO EXTERIOR WALL.REFER TO FLOOR PLANDRAWING FOR CONTINUATION.

SHEET NO. DRAWN BY CHECKED

PROJECT NO.

SCALE

STRUCTURAL CONSULTANT

MECHANICAL CONSULTANT

ELECTRICAL CONSULTANT

SHEET TITLE

NORTH

Dufferin-PeelCatholic DistrictSchool Board

NO. DESCRIPTION DATE

REVISIONS

ISSUED FOR CONSTRUCTION DATE

The contractor shall check and verify all dimensions and reportall errors and ommisions to the architect and the design

professional whose seal is affixed to this drawing. Do not scalethe drawings.

This drawing shall not be used for construction purposes untilissued for construction by the design professional whose seal is

affixed to this drawing and whose signature is below.

KEATON CENTRE

2190646

CWCW

WSP CANADA GROUP LTD.

1 ISSUED FOR TENDER 2010.04.22

ELECTRICAL DRAWING LISTDRAWING No. DRAWING TITLE SCALE

E100 SITE PLAN & DRAWING LIST - ELECTRICAL 1:300

GROUND FLOOR PLAN - ELECTRICAL 1:150E101

SPECIFICATION - ELECTRICAL Not to ScaleE102

SITE PLAN & DRAWING LISTELECTRICAL

E1001:300

27mm PVC CONDUIT DOWN EXTERIORWALL FOR POWER WIRING TO NEWILLUMINATED SIGNAGE. REFER TODRAWING #E100 FOR CONTINUATION.

27mm PVC CONDUIT DOWN EXTERIORWALL FOR DATA CABLING TO NEWILLUMINATED SIGNAGE. REFER TODRAWING #E100 FOR CONTINUATION.

APPROXIMATELOCATION OFEXISTINGPANEL 'LP-1'.

27mm EMT CONDUIT WITHINCEILING SPACE FOR POWERAND DATA CABLING FOR NEWEXTERIOR SIGNAGE.

PROVIDE NEW 20A-1P,347/600V RATEDLIGHTING CONTACTORFOR NEW EXTERIORILLUMINATED SIGNAGE.

SEE NOTE 1

TERMINATE CONDUIT FOR DATACABLING WITHIN CEILING SPACEOF CORRIDOR AND ADJACENT TOEXISTING TELEPHONE / I.T. ROOM.NEW CAT. 5e CABLING TO BEINSTALLED FROM EXISTING I.T.RACK WITHIN CONDUIT AND OUTTO NEW EXTERIOR SIGNAGE.

APPROXIMATELOCATION OFEXISTING LANEQUIPMENT RACK.

SHEET NO. DRAWN BY CHECKED

PROJECT NO.

SCALE

STRUCTURAL CONSULTANT

MECHANICAL CONSULTANT

ELECTRICAL CONSULTANT

SHEET TITLE

NORTH

Dufferin-PeelCatholic DistrictSchool Board

NO. DESCRIPTION DATE

REVISIONS

ISSUED FOR CONSTRUCTION DATE

The contractor shall check and verify all dimensions and reportall errors and ommisions to the architect and the design

professional whose seal is affixed to this drawing. Do not scalethe drawings.

This drawing shall not be used for construction purposes untilissued for construction by the design professional whose seal is

affixed to this drawing and whose signature is below.

KEATON CENTRE

2190646

CWCW

WSP CANADA GROUP LTD.

1 ISSUED FOR TENDER 2010.04.22

NOTES:

1. PROVIDE A 20A-1P BREAKER WITHIN EXISTING347/600V, 3Ø, 4W FEDERAL PIONEERPANEL 'LP-1' AND EXTEND 2#10 + GROUND IN 27mm CONDUIT FROM BREAKER TOEXTERIOR ILLUMINATED SIGN AND CONNECT COMPLETE. INCLUDE FOR REQUIREDLINE AND LOAD CONNECTIONS TO NEW LIGHTING CONTACTOR.

2. ALL DATA CABLING BETWEEN EXISTING I.T. RACK AND NEW EXTERIOR SIGNAGE TO BEINSTALLED UNDER A SEPARATE COST ALLOWANCE CARRIED BY THE GENERALCONTRACTOR. ELECTRICAL CONTRACTOR IS REPONSIBLE TO PROVIDE NEWCONDUIT WORK ONLY. ALL CONDUITS SHALL BE COMPLETE WITH PULL STRING.

3. PROVIDE REQUIRED BAS SYSTEM CONTROL WIRING BETWEEN NEW LIGHTINGCONTACTOR AND EXISTING BAS SYSTEM. BE RESPONSIBLE TO CARRY ESCAUTOMATION (DELTA CONTROLS) - 647-789-2600, TO PROVIDE A SINGLE "DO"CONTROLS POINT FROM LIGHTING CONTACTOR TO BAS SYSTEM CONTROLLER ANDFOR PROGRAMMING TO ENABLE/DISABLE POWER TO ILLUMINATED SIGNAGE BASEDON TIME OF DAY SCHEDULING TO MATCH EXISTING EXTERIOR LIGHTING SCHEDULE.

GROUND FLOOR PLANELECTRICAL

E1011:150

ELECTRICAL WORK SPECIFICATION1 GENERAL1.1 SUPPLY LABOUR, TOOLS, SERVICES AND EQUIPMENT, AND PROVIDE PRODUCTS AND MATERIALS REQUIRED TO COMPLETE WORK IN ACCORDANCE WITH THIS

SPECIFICATION AND DRAWINGS. COMPLY WITH LAWS, REGULATIONS, AND CODES OF AUTHORITIES HAVING JURISDICTION. CONFORM TO REQUIREMENTS OFCONTRACT DOCUMENTS OF DIVISIONS 00 AND 01 AND REQUIREMENTS HEREIN SPECIFIED WHICH ARE SUPPLEMENTARY TO THOSE REQUIREMENTS. PERFORMWORK IN ACCORDANCE WITH LOCAL APPLICABLE GOVERNING CODES AND AUTHORITIES INCLUDING ONTARIO BUILDING CODE (OBC), ONTARIO ELECTRICALSAFETY CODE (OESC) AND ISSUED BULLETINS AND SUPPLEMENTARY STANDARDS.

1.2 WHERE CODES AND/OR REQUIREMENTS CONFLICT, OR THERE IS DISCREPANCY IN DOCUMENTS, INCLUDE FOR MORE STRINGENT AND COSTLY REQUIREMENTS FOR PRICING. ADVISE CONSULTANT AND OBTAIN CLARIFICATION PRIOR TO STARTING WORK.

1.3 WHERE PROJECT PHASING IS REQUIRED, REFER TO DIVISION 01 DOCUMENTS AND/OR ON DRAWINGS. IN PHASES/AREAS OF WORK THAT WORK HAS BEEN COMPLETED AND WHICH IS TO BE TURNED OVER TO OWNER, ENSURE THAT INSTALLED SYSTEMS/EQUIPMENT ARE TESTED, COMMISSIONED AND VERIFIED TO BEIN PROPER WORKING ORDER PRIOR TO TURN OVER TO OWNER.

1.4 SUBMIT TO CONSULTANT, CHANGE NOTICE QUOTATIONS FOR EXTRA OR DELETED WORK COMPLETE WITH ITEMIZED COST BREAKDOWN OF LABOUR AND MATERIALS. FAILURE TO PROVIDE WILL RESULT IN REJECTION. UNLESS OTHERWISE NOTED IN DIVISION 01, ELECTRICAL CHANGE NOTICES TO BE PRICED IN ACCORDANCE WITH NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION MANUAL OF LABOR UNITS AND "ALLPRISER" LESS 25% DISCOUNT FOR LABOUR AND MATERIAL COST. UNLESS OTHERWISE NOTED, ALLOWABLE MAXIMUM PERCENTAGES FOR OVERHEAD AND PROFIT ARE TO BE 7% AND 5% RESPECTIVELY.

1.5 COMPLY WITH EQUIPMENT MANUFACTURER'S INSTALLATION RECOMMENDATIONS AND INSTRUCTIONS UNLESS OTHERWISE NOTED HEREIN OR `ON DRAWINGS, OR UNLESS SUCH INSTRUCTIONS AND RECOMMENDATIONS CONTRADICT GOVERNING CODES AND REGULATIONS.

1.6 WHERE STANDARDS OF WORK ARE SPECIFIED OR IMPLIED AND WORK DOES NOT COMPLY WITH PERFORMANCE SPECIFIED OR IMPLIED, CORRECT SUCH DEFICIENCY AS DIRECTED BY CONSULTANT OR GOVERNING AUTHORITY. ANY SUBSEQUENT TESTING TO VERIFY PERFORMANCE TO BE PROVIDED AT CONTRACTOR'S EXPENSE. ANY CHARGES FOR OWNER'S STAFF, CONSULTANT OR OTHER PERSONNEL RELATED TO SUCH RETESTING, TO BE AT CONTRACTOR'S EXPENSE.

1.7 FOR COMPLIANCE/SUBSTANTIAL COMPLETION LETTER, SUBMIT FOLLOWING APPLICABLE ELECTRONIC DOCUMENTS (PDFS) AS ONE COMPLETE PACKAGE:

.1 EQUIPMENT DATA SHEETS;

.2 WARRANTIES;

.3 ESA INSPECTION CERTIFICATE;

.4 PERMIT NUMBERS;

.5 AS-BUILT DRAWINGS;

.6 CONFIRMATION THAT DEFICIENCIES WERE RECTIFIED.

1.8 ELECTRICAL ENCLOSURES IN CLIMATE CONTROLLED AREAS TO BE UNLESS OTHERWISE NOTED, TYPICALLY MINIMUM NEMA 1 TYPE WITH ADDITIONAL SPRINKLERPROTECTION FEATURES OF DRIP SHIELD WHEN SURFACE MOUNTED, GASKETTING AND VENTILATION LOUVRES DESIGNED TO PREVENT EGRESS OF WATERSPRAY ONTO LIVE COMPONENTS.

1.9 PRIOR TO SUBMITTING BID, CAREFULLY EXAMINE CONDITIONS AT SITE WHICH WILL OR MAY AFFECT WORK, DRAWINGS, AND SPECIFICATIONS, AND BECOME FAMILIAR WITH BUILDING CONSTRUCTION, FINISHES AND OTHER WORK ASSOCIATED WITH WORK IN ORDER THAT BID INCLUDES FOR EVERYTHING NECESSARY FOR COMPLETION OF WORK.

1.10 BEFORE ANY EQUIPMENT IS ROUGHED IN, DETERMINE ITS INTENDED LOCATION FROM DRAWINGS AND COORDINATE FINAL LOCATIONS WITH SERVICES AND STRUCTURAL CONDITIONS. IF IT IS NOT SHOWN ON DRAWINGS, VERIFY FINAL LOCATION ON SITE. LOCATIONS OF SERVICES ON DRAWINGS ARE APPROXIMATE ONLY. REVIEW WITH CONSULTANT AND COORDINATE WITH RESPECTIVE TRADES TO ENSURE THAT EQUIPMENT IS FULLY ACCESSIBLE FOR MAINTENANCE. FAILURE TO DO SO WILL NOT BE GROUNDS FOR ADDITIONAL COSTS. PROPERLY PLAN AND COORDINATE EXACT LOCATIONS AND ROUTING OF SERVICES PRIOR TO INSTALLATION TO AVOID OBSTRUCTIONS TO OTHER SERVICES AND EQUIPMENT REQUIRING ACCESS CONCEAL SERVICES IN WALLS, CEILING SPACE AND FLOOR SPACE UNLESS OTHERWISE NOTED.

1.11 MAKE APPLICATION FOR, PAY FOR AND OBTAIN, PERMITS AND INSPECTION CERTIFICATES TO COMPLETE WORK. WHEN WORK IS COMPLETE, SUPPLY AND TURN OVER INSPECTION CERTIFICATES FROM GOVERNING AUTHORITIES INCLUDING ESA, TO CONSULTANT. PAY FEES AND CHARGES LEVIED BY MUNICIPALITY AND OTHER GOVERNING AUTHORITIES FOR PERMITS, INSPECTIONS, AND CERTIFICATES. RETAIN COPY OF SUCH PERMITS AND CERTIFICATES, ETC., ON JOB SITE. WHERE WORK INVOLVES ELECTROMAGNETIC LOCK WORK, PROVIDE PERMITS AS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION.

1.12 COORDINATE WORK WITH WORK OF EACH TRADE TO ENSURE PROPER AND COMPLETE INSTALLATION. NOTIFY TRADES CONCERNED OF REQUIREMENT FOR OPENINGS, SLEEVES, INSERTS AND OTHER HARDWARE NECESSARY IN COORDINATION OF WORK, AND, WHERE WORK IS INTEGRATED WITH WORK OF OTHER TRADES OR IS INSTALLED IN CLOSE PROXIMITY WITH WORK OF OTHER TRADES, CAREFULLY COORDINATE WORK PRIOR TO AND DURING INSTALLATION.

1.13 PROPERLY PLAN, COORDINATE AND ESTABLISH EXACT LOCATIONS AND ROUTING OF SERVICES WITH AFFECTED TRADES PRIOR TO INSTALLATION SUCH THAT THEY CLEAR EACH OTHER AS WELL AS ANY OBSTRUCTIONS. GENERALLY, PIPING REQUIRING UNIFORM PITCH IS GIVEN RIGHT OF WAY, WITH OTHER SERVICES LOCATED AND ARRANGED TO SUIT.

1.14 SCHEDULE WORK WHICH MAY CAUSE NOISE DISTURBANCES AT TIMES APPROVED BY OWNER AND REVIEWED WITH CONSULTANT. COORDINATE WORK WITH TRADES TO MINIMIZE NOISE DISTURBANCES.

1.15 DURING CONSTRUCTION, KEEP SITE REASONABLY CLEAR OF RUBBISH AND WASTE MATERIAL RESULTING FROM WORK ON DAILY BASIS. AFTER COMPLETION OF WORK, REMOVE RUBBISH AND DEBRIS FROM SITE, ARRANGE AND PAY FOR REPAIR OF DAMAGES CAUSED AND LEAVE PREMISES AND WORK IN GOOD ORDER.

1.16 PROTECT AND STORE EQUIPMENT AND MATERIALS ON SITE FROM DAMAGE. BE RESPONSIBLE FOR SAFE STORAGE OF EQUIPMENT AND GOODS TO BE RELOCATED AND REPAIR OR REPLACE DAMAGED EQUIPMENT AND GOODS AT DISCRETION OF OWNER.

1.17 ALLOW CONSULTANT ACCESS TO WORK. NOTIFY CONSULTANT AT AGREED UPON TIMES OF STAGES OF WORK.1.18 WHERE STANDARDS OF WORK ARE SPECIFIED OR IMPLIED AND WORK DOES NOT COMPLY WITH PERFORMANCE SPECIFIED OR IMPLIED, CORRECT SUCH

DEFICIENCY AS DIRECTED BY CONSULTANT. INCLUDE ANY SUBSEQUENT TESTING TO VERIFY PERFORMANCE. ANY CHARGES FOR OWNER'S STAFF, CONSULTANT,OR OTHER PERSONNEL RELATED TO SUCH RETESTING TO ALSO BE AT EXPENSE OF CONTRACTOR.

1.19 PRODUCTS LISTED AND/OR SPECIFIED ON CONTRACT DOCUMENTS ARE SELECTED TO ESTABLISH DESIGN STANDARDS. IN MOST CASES, ACCEPTABLE MANUFACTURERS ARE LISTED. BASE YOUR BID PRICE ON BASE SPECIFIED PRODUCTS OR PRODUCTS SUPPLIED FROM ACCEPTABLE MANUFACTURERS. ENSUREPRODUCTS SUPPLIED FROM MANUFACTURERS OTHER THAN BASE SPECIFIED MANUFACTURERS ARE EQUIVALENT TO SPECIFIED PRODUCTS. CHANGES TO MANUFACTURERS OF PRODUCTS MAY BE PROPOSED TO CONSULTANT FOR ACCEPTANCE PRIOR TO CLOSING OF BIDS, LISTING IN EACH CASE CORRESPONDINGCREDIT. CONSULTANT HAS SOLE DISCRETION IN ACCEPTING ANY PROPOSED SUBSTITUTION. INCLUDE IN BID PRICE ANY ADDITIONAL COSTS FOR CHANGES TO ASSOCIATED OR ADJACENT WORK RESULTING FROM PROVISION OF PRODUCTS SUPPLIED BY MANUFACTURER OTHER THAN BASE SPECIFIED MANUFACTURER. ANY PROPOSED CHANGES INITIATED BY CONTRACTOR AFTER AWARD OF CONTRACT MAY BE CONSIDERED BY CONSULTANT AT CONSULTANT'S DISCRETION, WITH COSTS FOR SUCH CHANGES IF ACCEPTED BY OWNER, AND COSTS OF SUCH REVIEW BY CONSULTANT TO BE PAID FOR BY CONTRACTOR.

1.20 UNLESS OTHERWISE NOTED IN DIVISION 01, WARRANT WORK TO BE IN STRICT ACCORDANCE WITH CONTRACT DOCUMENTS AND FREE FROM DEFECTS FOR 1 YEAR PERIOD FROM DATE OF WRITTEN ACCEPTANCE BY CONSULTANT. REPAIR AND/OR REPLACE ANY SUCH DEFECTS WHICH APPEAR IN WORK WITHIN WARRANTY PERIOD, ORDINARY WEAR AND TEAR AND WILFUL DAMAGE BY, OR CARELESSNESS OF OWNER'S STAFF OR AGENTS EXCEPTED, WITHOUT ADDITIONALEXPENSE TO OWNER. WHERE SUCH DEFECTS OCCUR, BE RESPONSIBLE FOR COSTS INCURRED IN MAKING DEFECTIVE WORK GOOD, INCLUDES REPAIR OR REPLACEMENT OF BUILDING FINISHES, OTHER MATERIALS, OR DAMAGE TO OTHER EQUIPMENT CAUSED BY SUCH DEFECTS, OR BY SUBSEQUENT REPLACEMENTOR REPAIRS.2 INTERRUPTIONS TO AND SHUT DOWNS OF EXISTING SERVICES AND SYSTEMS

2.1 COORDINATE AND PERFORM SHUT DOWNS AND INTERRUPTIONS TO EXISTING SYSTEMS AND SERVICES AT TIMES ACCEPTABLE TO OWNER. OBTAIN WRITTENAPPROVAL MINIMUM 5 WORKING DAYS IN ADVANCE OF SHUT DOWN OR INTERRUPTION. INCLUDE FOR PREMIUM TIME TO PERFORM WORK DURING NIGHTS,WEEKENDS OR OTHER TIME OUTSIDE OF NORMAL WORKING HOURS, AS NECESSARY TO MAINTAIN SERVICES IN OPERATION OR WITH MINIMUM INTERRUPTIONSAND TO COMPLY WITH OWNER'S REQUIREMENTS. PERFORM WORK ASSOCIATED WITH SHUT DOWNS AND INTERRUPTIONS AS CONTINUOUS OPERATIONS TOMINIMIZE SHUT DOWN TIME AND TO REINSTATE SYSTEMS AS SOON AS POSSIBLE, AND, PRIOR TO SHUT DOWN, ENSURE MATERIALS AND LABOUR REQUIRED TOCOMPLETE WORK FOR WHICH SHUT DOWN IS REQUIRED ARE AVAILABLE AT SITE.3 CUTTING, PATCHING AND CORE DRILLING

3.1 PROVIDE CUTTING, PATCHING AND CORE DRILLING OF BUILDING REQUIRED FOR INSTALLATION OF WORK. PERFORM CUTTING IN NEAT AND TRUE FASHION, WITHPROPER TOOLS AND EQUIPMENT TO OWNER'S APPROVAL. PATCH SURFACES TO EXACTLY MATCH EXISTING FINISHES. UTILIZE TRADESMEN SKILLED INPARTICULAR TRADE OR APPLICATION WORKED ON TO OWNER'S APPROVAL.

3.2 IN FIRE RATED CONSTRUCTION, PACK AND SEAL VOID BETWEEN OPENING AND CONDUIT FOR LENGTH OF OPENING WITH ASBESTOS FREE ELASTOMERIC AND INTUMESCENT ULC LISTED AND LABELLED MATERIALS. INSTALL FIRESTOP AND SMOKE SEAL MATERIALS IN ACCORDANCE TO ULC CERTIFICATION, OBC AND MANUFACTURER'S REQUIREMENTS TO PROVIDE FIRESTOP RATINGS OF OPENINGS IN ACCORDANCE WITH GOVERNING BUILDING CODE REQUIREMENTS. SUBMITWITH SHOP DRAWINGS, SPECIFIC ULC DESIGNATED NUMBER FOR EACH APPLICATION AND WHIMIS SHEET. PROVIDE FM GLOBAL APPROVED PRODUCTS WHERE REQUIRED BY OWNER. ACCEPTABLE MANUFACTURERS ARE 3M, SPECIFIED TECHNOLOGIES, TREMCO, HILTI, AND TYCO FIRE STOP SYSTEMS.

3.3 FOR EXTERIOR AND/OR UNDERGROUND PENETRATIONS, PROVIDE WATERPROOF, WEATHER-TIGHT, FIRE RATED MATERIALS IN COMPLIANCE WITH LOCAL GOVERNING AUTHORITY AND CODE REQUIREMENTS TO SEAL OPENINGS.

3.4 COMPLY WITH PRODUCT MANUFACTURER'S RECOMMENDATIONS FOR PRODUCT THAT SUITS EACH SPECIFIC INSTALLATION. TYPICALLY PRODUCT TO BE CONSISTENT MANUFACTURER THROUGHOUT BUILDING AS COORDINATED WITH GENERAL CONTRACTOR. COMPLY WITH OWNER'S FM GLOBAL INSURANCE AS APPLICABLE, OR OTHER REQUIREMENTS CONFIRMED WITH OWNER.

3.5 DO NOT CUT OR DRILL EXISTING WORK WITHOUT PRIOR OWNER'S APPROVAL AND REVIEW WITH CONSULTANT. IN CONSULTATION WITH OWNER AND BY USE OF NON-DESTRUCTIVE RADAR SCANNING, DETERMINE PRESENCE OF EXISTING SERVICES AND REINFORCING RODS CONCEALED BEHIND SURFACE TO BE CUT. ENSURE THAT AREAS OF BOTH SIDES OF SURFACE BEING CUT ARE PROTECTED FROM DEBRIS. BE RESPONSIBLE FOR DAMAGE DONE TO EXISTING BUILDING ANDSERVICES CAUSED BY CUTTING OR DRILLING. IF RADAR SCANNING IS NOT PERMITTED BY OWNER, CAREFULLY HAND CHISEL TO EXPOSE RE-BAR AND BURIED SERVICES AND CHISEL OUT REQUIRED OPENINGS.4 DISCONNECTION, REMOVAL AND RELOCATION WORK

4.1 REFER TO ARCHITECTURAL DRAWINGS WHICH DEFINE EXTENT OF AREAS BEING DEMOLISHED IN EXISTING BUILDING. REVIEW DRAWINGS AND SITE AND INCLUDEFOR DEMOLITION AND/OR RENOVATION OF SERVICES AS REQUIRED TO ACCOMMODATE ALTERATIONS DETAILED.

4.2 WHERE EXISTING SERVICES PASS THROUGH OR ARE IN AREA TO SERVE ITEMS WHICH ARE TO REMAIN, MAINTAIN SERVICES. REROUTE EXISTING SERVICES CONCEALED BEHIND EXISTING FINISHES AND WHICH BECOME EXPOSED DURING RENOVATION WORK, SO AS TO BE CONCEALED BEHIND NEW OR EXISTING FINISHES. CONFIRM WITH OWNER SERVICES WHICH ARE TO BE KEPT IN SERVICE AND OPERATIONAL.

4.3 REVISE PANELBOARD DIRECTORIES ACCORDINGLY, IF AFFECTED BY ANY RENOVATION, DISCONNECTION OR REMOVAL OF WORK. USE OWNER'S ACTUAL ROOM NAMES/NUMBERS.

4.4 AFTER INSTALLATION IS COMPLETE, TEST PARTS OF RE-USED OR RELOCATED ELECTRICAL EQUIPMENT AND CORRECT FAULTS AND GROUNDS. INCLUDE FOR FIRE ALARM VERIFICATION COMPANY TO VERIFY ANY RELOCATED DEVICES AND DOWNSTREAM AFFECTED DEVICES, AND VERIFY SYSTEM AS REQUIRED BY LOCAL FIRE AUTHORITY TO SUIT ACTUAL RELOCATION WORK. FOR OTHER EXISTING SYSTEMS, ENGAGE MANUFACTURERS AUTHORIZED REPRESENTATIVE OR OWNER'S SYSTEM MAINTENANCE CONTRACTOR, TO INSPECT AND VERIFY RELOCATED DEVICES. COORDINATE AND CONFIRM EXACT REQUIREMENTS WITH OWNER AND/ REVIEW WITH CONSULTANT. ANY FIRE ALARM, LIFE SAFETY OR COMMUNICATION SYSTEM DEVICE THAT HAS BEEN WORKED ON OR RELOCATED, TOBE TESTED, VERIFIED, AND CERTIFIED BY MANUFACTURER'S AUTHORIZED TECHNICIAN AFTER COMPLETION OF WORK. INCLUDE FOR SUCH WORK.

4.5 INTERIOR, EXTERIOR OR UNDERGROUND ELECTRICAL SERVICES (INCLUDING AUXILIARY SERVICES, TELEPHONE, FIRE ALARM, P.A. SYSTEM, ETC.) TO OPERATINGPARTS OF BUILDING ARE TO BE MAINTAINED OPERATION AND TO THAT EFFECT, NECESSARY WORK MAY HAVE TO BE CARRIED OUT DURING NON-REGULAR BUSINESS HOURS, AT NO ADDITIONAL COST TO THIS PROJECT. EXISTING RISERS ARE TO BE MAINTAINED IN SERVICE AS REQUIRED TO FEED OTHER AREAS OF BUILDING. DO NOT INTERRUPT ANY SERVICES WITHOUT PRIOR WRITTEN APPROVAL FROM OWNER AND REVIEW WITH CONSULTANT. SUBMIT FORMAL REQUESTSTO CONSULTANT OUTLINING IN DETAIL REQUIREMENTS OF PROPOSAL AND WAIT FOR INSTRUCTIONS FROM CONSULTANT.

4.6 BE PRESENT WHEN ADDITIONAL DOORS OR OPENINGS ARE BEING CUT INTO EXISTING WALLS AND CEILINGS. SHOULD ANY DAMAGE OCCUR TO ELECTRICAL SYSTEM, RESTORE SYSTEM TO A SAFE AND SOUND CONDITION.

4.7 REMOVE AND RE-INSTALL EXISTING CEILING TILES AS REQUIRED TO PERFORM WORK. PRIOR TO REMOVAL, INSPECT TILES FOR DAMAGE AND REPORT ANY TO OWNER AND CONSULTANT. REMOVE AND REINSTALL ELECTRICAL DEVICES/LUMINAIRES AS REQUIRED FOR INSTALLATION OF WORK. SECURE LOOSE CABLING, DEVICES AND LUMINAIRES TO CEILING SLAB. AFTER WORK HAS BEEN COMPLETED AND SUCCESSFULLY TESTED AND INSPECTED, RE-INSTALL CEILING TILES TO EXISTING STANDARDS. REPLACE TILES AND GRID MEMBERS DAMAGED DURING WORK. PATCH AND MAKE GOOD (INCLUDING PAINTING) SURFACES TO MATCH EXISTING. COMPLY WITH APPLICABLE GOVERNING AUTHORITY REQUIREMENTS WITH REGARDS TO CEILING WORK IN SPECIAL AREAS.5 HAZARDOUS MATERIALS

5.1 IF AT ANY TIME DURING COURSE OF WORK HAZARDOUS MATERIALS ARE ENCOUNTERED OR SUSPECTED, CEASE WORK IN AREA IN QUESTION AND IMMEDIATELYREPORT TO CONSULTANT AND COMPLY WITH REGULATIONS OF LOCAL GOVERNING AUTHORITIES. DO NOT RESUME WORK IN AFFECTED AREA WITHOUTAPPROVAL FROM OWNER AND REVIEW WITH CONSULTANT.

5.2 PROPERLY REMOVE AND DISPOSE OFFSITE MATERIALS CONTAINING HAZARDOUS MATERIALS IN ACCORDANCE WITH LOCAL GOVERNING AUTHORITY REGULATIONS. USE SPECIALTY FIRMS LICENSED BY LOCAL AUTHORITIES AS REQUIRED TO HANDLE SUCH MATERIALS AND TO ENSURE PROPER DISPOSAL TO MINISTRY APPROVED SITES. SUBMIT TO CONSULTANT COPIES OF PERMITS AND/OR APPROVALS.6 RECORD DRAWINGS (AS-BUILTS)

6.1 DRAWINGS FOR THIS PROJECT HAVE BEEN PREPARED ON AUTOCAD RELEASE VERSION OF SOFTWARE REVIEWED WITH CONSULTANT. COPIES OF DRAWINGS ONDISKS FOR USE IN PREPARING "AS-BUILTS" MAY BE PURCHASED FROM CONSULTANT AT COST OF $25 CDN. PLUS HST PER DRAWING.

6.2 WHEN WORK BEGINS AT SITE, CLEARLY AND ACCURATELY MARK ON BOUND SET OF WHITE PRINTS OF CONTRACT DRAWINGS, ON DAILY BASIS, CHANGES AND DEVIATIONS FROM ROUTING OF AND LOCATIONS OF EQUIPMENT SHOWN ON CONTRACT DRAWINGS, CHANGES AND DEVIATIONS INCLUDING THOSE MADE BY ADDENDA, CHANGE ORDERS, AND SITE INSTRUCTIONS, AND CHANGES AND DEVIATIONS INDICATED ON SUPPLEMENTAL DRAWINGS ISSUED WITH ADDENDA, CHANGE ORDERS, AND SITE INSTRUCTIONS. MAINTAIN "AS-BUILT" WHITE PRINTS AT SITE FOR PERIODIC INSPECTION BY CONSULTANT THROUGHOUT DURATION OF WORK. PAY PARTICULAR ATTENTION TO ACCURATELY DIMENSIONING LOCATION OF CONCEALED SERVICES TERMINATED FOR FUTURE EXTENSION, BURIED WORK AND SERVICES, AND WORK CONCEALED WITHIN BUILDING IN INACCESSIBLE LOCATIONS. LOCATE AND IDENTIFY FIRE ALARM DEVICES WITH ADDRESSES, AS APPLICABLE.

6.3 WHEN WORK ENDS AT SITE, UPDATE A COMPUTER FILE COPY OF CONTRACT DOCUMENT DRAWING SET SO THAT IT REFLECTS DEVIATIONS FROM ORIGINAL CONTRACT DOCUMENT DRAWINGS, THUS FORMING A TRUE "AS-BUILT" DRAWING DISK SET. PROVIDE SET OF PRINTS OF CONTRACT DRAWINGS PRODUCED FROMTRUE "AS-BUILT" DRAWING SET. SUBMIT "AS-BUILT" DRAWING ELECTRONIC FILES WITH WHITE PRINTS AND CAD PRODUCED "AS-BUILT" PRINTS TO CONSULTANT. SUBMITTED DRAWINGS TO BE OF SAME QUALITY AS ORIGINAL CONTRACT DOCUMENT DRAWINGS.

6.4 UPDATE ONSITE DISTRIBUTION RISER DIAGRAMS POSTED IN ELECTRICAL ROOMS.

7 SHOP DRAWINGS AND OPERATING/MAINTENANCE INSTRUCTION MANUALS7.1 SUBMIT SHOP DRAWINGS FOR PRODUCTS. PROPERLY IDENTIFY SHOP DRAWINGS FOR REVIEW AND SHOW IN DETAIL EQUIPMENT AND MATERIALS. ENDORSE

EACH DRAWING; INCLUDE COMPANY NAME AND SUBMITTAL DATE.

7.2 PROVIDE OPERATING AND MAINTENANCE (O&M) INSTRUCTION MANUALS AS INDEXED, IDENTIFIED HARD COVER 3 RING BINDERS COMPLETE WITH:

.1 TITLE SHEET AND LIST OF CONTENTS;

.2 A COPY OF EACH "REVIEWED" SHOP DRAWING;

.3 EXPLANATIONS OF OPERATING PRINCIPLES AND SEQUENCES;

.4 PART LISTS WITH NUMBERS;

.5 RECOMMEND MAINTENANCE PRACTICES AND PRECAUTIONS;

.6 COPIES OF INSPECTION CERTIFICATES ISSUED BY GOVERNING AUTHORITIES;

.7 WIRING AND CONNECTION DIAGRAMS;

.8 COPIES OF ADDITIONAL AND REVISED PANELBOARD DIRECTORIES.

7.3 PROVIDE MINIMUM 2 SETS OF MANUALS UNLESS OTHERWISE DIRECTED IN DIVISION 01. REVIEW EXACT QUANTITY AND METHOD OF SUBMISSION WITHCONSULTANT. REVIEW BY CONSULTANT DOES NOT MEAN APPROVAL OF DETAIL DESIGN INHERENT IN SHOP DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONS IN SHOP DRAWINGS.

7.4 UNLESS OTHERWISE DIRECTED BY CONSULTANT, SUBMIT SHOP DRAWINGS IN ELECTRONIC FORM. UNLESS OTHERWISE DIRECTED BY CONSULTANT ADDITIONALLY INCLUDE ELECTRONIC PDF COPIES OF MANUALS LOADED ON TO USB FLASH DRIVE.8 GENERAL CONDUIT AND CONDUCTOR INSTALLATION REQUIREMENTS

8.1 INSTALL CONDUIT AND CONDUCTORS CONCEALED TO DEGREE MADE POSSIBLE BY FINISHES AND PROVIDE INSTALLATIONS IN ACCORDANCE WITH OESC ANDLOCAL GOVERNING AUTHORITIES. PLAN AND COORDINATE LOCATIONS AND ROUTING OF SERVICES, WITH TRADES PRIOR TO INSTALLATION. IN AREAS WHEREMULTIPLICITY OF SERVICES OCCURS, PREPARE DETAIL DRAWINGS AND SUBMIT TO CONSULTANT PRIOR TO START OF AFFECTED WORK.

8.2 WHERE CONDUIT AND/OR CONDUCTORS ARE EXPOSED, ARRANGE SAME TO AVOID INTERFERENCE WITH OTHER WORK AND PARALLEL TO BUILDING LINES. WHERE HORIZONTAL CONDUITS AND/OR CONDUCTORS ARE EXPOSED, INSTALL AS HIGH AS POSSIBLE. DO NOT INSTALL CONDUIT AND/OR CONDUCTORS WITHIN150 MM OF “HOT" PIPES OR EQUIPMENT UNLESS CONDUIT AND/OR CONDUCTORS ARE ASSOCIATED WITH EQUIPMENT. INDEPENDENTLY RUN CONDUIT AND CONDUCTORS MUST BE SUPPORTED FROM CEILING/WALL STRUCTURE, NOT FROM CEILING HANGERS, DUCTWORK, PIPING, CABLE TRAYS, ETC.

8.3 IDENTIFY CONDUIT RUNS. (I.E.: TAG BOTH ENDS OF CONDUIT RUNS).

8.4 AT NO EXTRA COST, ALLOW FOR FINAL RELOCATIONS OF DEVICES UP TO 3 M TO SUIT FINAL COORDINATED DEVICE LOCATIONS, PRIOR TO INSTALLATION OF WALL COVERINGS.

8.5 GENERALLY, CONDUCTORS AND CONDUIT ARE SIZED ON DRAWINGS, BUT IN ABSENCE OF DIRECTION IN TYPE AND SIZING, TYPE AND SIZE AND PROVIDE REQUIRED QUANTITY IN ACCORDANCE WITH INTENDED APPLICATION, TO APPLICABLE OESC REQUIREMENTS. SIZES WHERE SHOWN, ARE MINIMUM SIZES AND ISNOT TO BE REDUCED UNLESS APPROVED BY OWNER AND REVIEWED WITH CONSULTANT.

8.6 WHERE RECEPTACLE TYPE DEVICES ARE LOCATED IN EXISTING FLOORS AND/OR WHERE FEEDS ARE REQUIRED TO FURNITURE SYSTEMS IN OPEN SPACES, ANDWHERE CHASING OF FLOOR SLAB TO RUN CONDUIT IS NOT ACCEPTABLE TO OWNER, PROVIDE "POKE-THRU" ASSEMBLY INSTALLED THROUGH FLOOR AND FEED FROM CONDUIT RUNS PROVIDED IN CEILING SPACE OF FLOOR BELOW.

8.7 CONDUCTORS IN PLENUM SPACES AND IN RAISED FLOOR AREAS TO COMPLY WITH OBC AND OESC REQUIREMENTS WITH REGARDS TO FLAME AND SMOKE TEST.9 PROVISIONS FOR MISCELLANEOUS SYSTEM ROUGH-INS9.1 PROVIDE COMPLETE SYSTEM OF CONDUITS, OUTLET BOXES, JUNCTION BOXES, FACEPLATES AND SLEEVES (IF REQUIRED) AND FIRE RETARDANT PLYWOOD

BACKBOARD TO ACCOMMODATE EXTENSION OF EXISTING SYSTEM BY SYSTEMS INSTALLERS WHO WILL PROVIDE EQUIPMENT AND WIRING. PROVIDE BLANK TYPEFACEPLATES.

9.2 PROVIDE CONDUIT AS REQUIRED. PROVIDE PULLBOXES IN CONDUIT RUNS LONGER THAN 30 M OR HAVING MORE THAN 2, 90 DEGREE BENDS. PULLBOX SIZES ARENOT TO BE LESS THAN 8 TIMES ENTERING CONDUIT IN LENGTH. LEAVE CONDUITS FREE AND CLEAR OF OBSTRUCTIONS AND TERMINATE AS REQUIRED. EQUIP TERMINATIONS WITH BUSHINGS AND CLEARLY IDENTIFY EACH RUN. PROVIDE FISH WIRES IN EMPTY CONDUIT. FOR NETWORK CABLING SYSTEMS, BOXES, CONDUITS, AND BENDING RADII TO CONFORM TO EIA/TIA 569 STANDARDS FOR INSTALLATION OF CATEGORY RATING OF CABLING. UNLESS OTHERWISE NOTED, CONDUITS TO BE MINIMUM 20 MM DIAMETER AND INCREASED TO SUIT MAXIMUM CABLE FILL REQUIREMENTS.

9.3 CONFIRM EXACT REQUIREMENTS AND LOCATIONS OF EQUIPMENT WITH RESPECTIVE SYSTEM /EQUIPMENT INSTALLERS AND REVIEW WITH CONSULTANT PRIOR TO ROUGHING IN.10 CONDUIT

10.1 PROVIDE CONDUIT FOR CONDUCTORS. INTERIOR CONDUIT TO BE EMT (THINWALL) GALVANIZED, ELECTRICAL METALLIC TUBING TO CSA C22.2 NO. 83, COMPLETEWITH FACTORY MADE BENDS WHERE SITE BENDING IS NOT POSSIBLE, AND JOINTS AND TERMINATIONS MADE WITH SET SCREW TYPE CONNECTORS; FOR SHORTBRANCH CIRCUIT CONNECTORS TO MOTORIZED EQUIPMENT AND TRANSFORMERS (MINIMUM LENGTH 450 MM, MAXIMUM LENGTH 600 MM WITH 180 DEGREE LOOPWHERE POSSIBLE) GALVANIZED STEEL FLEXIBLE FLUID TIGHT METALLIC CONDUIT TO CSA C22.2 NO. 56, COMPLETE WITH IDEAL "STEEL TOUGH" LIQUID TIGHTFLEXIBLE CONDUIT CONNECTORS AT TERMINATIONS. FOR EXTERIOR EXPOSED CONDUIT, AND FOR INTERIOR CONDUIT GREATER THAN 50 MM DIAMETER ANDFOR SURFACE MOUNTED CONDUIT AT HEIGHT LESS THAN 1200 MM, PROVIDE RIGID GALVANIZED STEEL TO CSA C22.2 NO. 45 COMPLETE WITH FITTINGS,CONNECTORS, AND RIGID COUPLINGS.

10.2 FOR RUNNING UNDERGROUND, OR IN CONCRETE SLABS, PROVIDE CSA APPROVED, RIGID PVC CONDUIT COMPLETE WITH COUPLINGS, EXPANSION JOINTS, ELBOWS, ETC., AS REQUIRED.

10.3 SUPPORT AND SECURE CONDUIT AT SPACING IN ACCORDANCE WITH CODE REQUIREMENTS BY MEANS OF GALVANIZED PIPE STRAPS, CONDUIT CLIPS, RING BOLTTYPE HANGERS, OR BY OTHER PROPER MANUFACTURED DEVICES. PROVIDE CONDUIT FITTINGS CONSTRUCTED OF SAME MATERIALS AS CONDUIT AND SUITABLEFOR APPLICATION. SQUARE AND PROPERLY REAM ENDS OF SITE CUT CONDUIT. GENERALLY, CONDUIT IS SIZED ON DRAWINGS. SIZE CONDUIT NOT SIZED ON DRAWINGS IN ACCORDANCE WITH CODE. FOR CONTROL AND COMMUNICATION CONDUCTORS, SIZE CONDUIT AS NOTED BUT INCREASED TO SUFFICIENTLY ACCOMMODATE HOME RUN CONDUCTORS. BEND CONDUIT AT FULL CONDUIT DIAMETER WITH NO KINKING AND NO FLAKING OR CRACKING OF FINISHES.11 CONDUCTORS

11.1 PROVIDE CONDUCTORS. CONDUCTORS TO BE COPPER UNLESS OTHERWISE APPROVED BY OWNER AND REVIEWED WITH CONSULTANT. REFER TO DRAWINGSFOR SIZING OF CONDUCTORS. GENERALLY, CONDUCTOR SIZES ARE INDICATED ON DRAWINGS. SUCH SIZES ARE MINIMUM REQUIREMENTS AND MUST BEINCREASED TO SUIT LENGTH OF RUN AND VOLTAGE DROP IN ACCORDANCE WITH SCHEDULE OBTAINED FROM CONSULTANT. SIZE CONDUCTORS NOT SIZED ONDRAWINGS IN ACCORDANCE WITH OESC. PROVIDE CABLE SUPPORT SYSTEM ACCESSORIES WHICH ARE NOT SPECIFIED HEREIN OR SHOWN ON DRAWINGS BUTARE REQUIRED FOR PROPER INSTALLATION.

11.2 INTERIOR CONDUCTORS: "T90 NYLON" SINGLE COPPER CONDUCTOR TO CSA C22.2 NO. 75, COLOUR CODED, 90°C RATED, PVC INSULATED AND NYLON COVERED; OR "RW90" CSA CERTIFIED, SINGLE COPPER CONDUCTOR TO CSA C22.2 NO. 38, 600 VOLTS, MAXIMUM 90°C CONDUCTOR TEMPERATURE, MINUS 40°C MINIMUM INSTALLATION TEMPERATURE, X-LINK POLYETHYLENE INSULATION, COLOUR CODED.

11.3 UNDERGROUND CONDUCTORS: "TWU" SINGLE COPPER CONDUCTORS TO CSA C22.2 NO. MINUS 40°C RATED, PVC INSULATED; OR "RWU90" CSA CERTIFIED, SINGLECOPPER CONDUCTOR TO CSA C22.2 NO. 38, 1000 VOLTS, MAXIMUM 90°C CONDUCTOR TEMPERATURE, MINUS 40°C MINIMUM INSTALLATION TEMPERATURE, EXTRATHICKNESS X-LINK POLYETHYLENE INSULATION SUITABLE FOR WET AND BURIED INSTALLATIONS, COLOUR CODED.

11.4 CONDUCTORS UP TO AND INCLUDING NO. 10 AWG TO BE SOLID. CONDUCTORS IN SIZES LARGER THAN NO. 10 AWG TO BE STRANDED. PROVIDE CONDUCTORS CONSTRUCTED OF 98% CONDUCTIVE COPPER AND APPROVED FOR 600 V. DO NOT USE CONDUCTORS SMALLER THAN NO. 12 AWG UNLESS OTHERWISE NOTED.

11.5 PROVIDE IDI ELECTRIC "IDEAL" NO. 451, NO. 452 AND NO. 453 "WING NUT" CSA CERTIFIED 600V RATED PRESSURE TYPE CONNECTORS.

11.6 COLOUR CODE CONDUCTORS IN ACCORDANCE WITH CODE, THROUGHOUT TO IDENTIFY PHASES, NEUTRALS AND GROUND BY MEANS OF SELF-LAMINATING COLOURED TAPE, COLOURED CONDUCTOR INSULATION, OR PROPERLY SECURED COLOURED PLASTIC DISCS.

11.7 WHEN PULLING WIRES INTO CONDUIT, USE IDI ELECTRIC "IDEAL YELLOW 77" LUBRICANT. ENSURE WIRES ARE KEPT STRAIGHT AND ARE NOT TWISTED OR ABRAISED.12 OUTLET BOXES, PULLBOXES AND JUNCTION BOXES

12.1 PROVIDE CSA APPROVED STAMPED GALVANIZED STEEL ELECTRICAL BOXES FOR EACH LUMINAIRE, DEVICE AND OTHER PRODUCT FOR WIRING TERMINATIONS ASREQUIRED. REFER TO DRAWINGS FOR TYPICAL LOCATIONS OF OUTLETS. CONFIRM EXACT LOCATIONS PRIOR TO ROUGHING IN. BOXES FOR RIGID STEELCONDUITS TO BE CAST FS/FD TYPES. PROVIDE PVC BOXES FOR PVC CONDUIT SYSTEMS.

12.2 PROVIDE PULLBOXES AND JUNCTION BOXES WHEREVER NECESSARY TO FACILITATE CONDUCTOR/CONDUIT INSTALLATIONS. GENERALLY, PROVIDE CONDUIT RUNS EXCEEDING 30 M IN LENGTH, OR WITH MORE THAN 2, 90-DEGREE BENDS WITH PULLBOX INSTALLED AT CONVENIENT AND SUITABLE INTERMEDIATE ACCESSIBLE LOCATION. PROVIDE JUNCTION BOXES AND PULLBOXES SIZED IN ACCORDANCE WITH CODE TO SUIT NUMBER AND SIZE OF CONDUITS AND CONDUCTORS. BOXES TO BE GALVANIZED OR PRIME COATED PLATE STEEL COMPLETE WITH SCREW ON OR HINGED COVERS AND KNOCKOUTS. BOXES MUST BEACCESSIBLE AFTER WORK IS COMPLETE.

12.3 SIZE, ARRANGEMENT AND TYPE OF BOXES TO BE SUITABLE FOR APPLICATION. PROVIDE BLANK COVERPLATES ON EXISTING OBSOLETE BOXES, WHICH ARE TO REMAIN. CLEARLY IDENTIFY MAIN PULL OR JUNCTION BOXES BY PAINTING COVERS IN ACCORDANCE WITH FOLLOWING COLOUR SCHEDULE:

.1 LIGHTING - YELLOW;

.2 NORMAL POWER - BLUE;

.3 ESSENTIAL POWER - ORANGE;

.4 FIRE ALARM - RED.13 FASTENING AND SECURING HARDWARE13.1 PROVIDE PROPER FASTENERS, HANGERS AND SIMILAR HARDWARE REQUIRED FOR CONDUIT, CONDUCTORS AND EQUIPMENT. DO NOT USE EXPLOSIVE POWDER

ACTUATED FASTENERS WITHOUT WRITTEN APPROVAL FROM OWNER AND REVIEW WITH CONSULTANT. UNDER NO CIRCUMSTANCES USE CEILING SUSPENSIONHANGERS OR GRIDS FOR SUSPENSION OF CONDUIT AND CONDUCTORS.

13.2 PROVIDE METAL "J" HOOKS OR PANDUIT "J-PRO" CABLE SUPPORT SYSTEMS FOR COMMUNICATIONS SYSTEM CABLING IN ACCESSIBLE CEILING SPACES WERE CONDUIT OR CABLE TRAY IS NOT BEING PROVIDED. OBTAIN WRITTEN APPROVAL OF OWNER FOR USE OF J-HOOKS. COMPLY WITH J-HOOK MANUFACTURER'S LOADING LIMITATIONS AND SPACING CRITERIA. DO NOT EXCEED 1.2 M SPACING INTERVAL. ADD ADDITIONAL J-HOOKS IF CABLING SAGS, AT DISCRETION OF CONSULTANT. DO NOT INSTALL MORE THAN ONE SYSTEM ON EACH J-*HOOK.

13.3 PROVIDE VELCRO TIE WRAPS FOR BUNDLING AND SECURING CABLES. DO NOT OVER TIGHTEN. PROVIDE FT6/CMP RATED WRAPS IN PLENUM TYPE SPACES AS PER LOCAL BUILDING CODE REQUIREMENTS.14 CONTACTORS

14.1 EATON, CSA APPROVED, NEMA RATED, FACTORY ASSEMBLED, MAGNETIC, FULL VOLTAGE CONTACTORS AS FOLLOWS: FREEDOM" CN15 SERIES NON-REVERSINGTYPE FOR HEATING AND MOTOR LOADS, WITH LONG LIFE TWIN BREAK, SILVER CADMIUM OXIDE CONTACTS AND STEEL MOUNTING PLATE; SERIES A202ELECTRICALLY HELD, MAGNETICALLY LATCHED CONTACTOR FOR LIGHTING LOADS. EACH CONTACTOR TO BE SUITABLE IN RESPECTS FOR APPLICATION ANDCOMPLETE WITH, AS APPLICABLE: "HAND-OFF-AUTO" SWITCH AND PILOT LAMP; ENCLOSURE OF NEMA SIZE TO SUIT APPLICATION WITH NECESSARYACCESSORIES; FACTORY PRIMED AND PAINTED ENCLOSURES; SPRINKLER PROTECTION PROVISIONS; AMPERE RATING, NUMBER OF POLES, ETC. ACCEPTABLEMANUFACTURERS INCLUDE SCHNEIDER, ROCKWELL AUTOMATION AND GE.15 CIRCUIT BREAKERS FOR EXISTING PANELBOARDS

15.1 PROVIDE BREAKERS IN EXISTING PANELBOARDS OF TYPE, QUALITY AND STANDARDS TO MATCH EXISTING DEVICES. CONFIRM REQUIREMENTS ON SITE PRIOR TOORDERING. BREAKERS TO BE FULL HEIGHT MODULES. PROVIDE MODIFICATIONS TO PANELBOARDS TO ACCOMMODATE BREAKERS AND FEEDER INSTALLATIONS.PROVIDE REPLACEMENT BRANCH CIRCUIT DIRECTORY CARDS, NEATLY TYPEWRITTEN TO INCORPORATE ADDITIONAL AND EXISTING CONNECTED LOADS, TOCONSULTANT'S DIRECTIONS. DIRECTORIES TO USE OWNER'S ACTUAL ROOM NAMES/NUMBERS AND NOT CONTRACT DRAWINGS NAMES/NUMBERS. PROVIDEENGRAVED LAMACOID NAMEPLATES FOR DISTRIBUTION PANELBOARD.16 GROUNDING AND BONDING

16.1 PROVIDE COMPLETE SYSTEM OF GROUNDING AND BONDING, WHICH COMPLIES, WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION FOR ELECTRICALWORK, INCLUDING REQUIRED GROUNDING SECTIONS OF OESC. CONNECT GROUNDING CONDUCTORS TO EXISTING BUILDING GROUND SYSTEM. PROVIDESEPARATE INSULATED GROUND WIRE FOR EACH ISOLATED GROUND CIRCUIT. MAKE BURIED OR IN SLAB GROUND CONNECTIONS WITH ERICO CADWELD TYPEWELDED COPPER CONNECTIONS OR BURNDY HYGROUND COMPRESSION CONNECTORS. UNLESS OTHERWISE NOTED OR REQUIRED BY CODE, CONDUCTORSGREATER THAN 400 A TO BE PROVIDED WITH MINIMUM 3/0 AWG GROUND CONDUCTOR.17 GENERAL ELECTRICAL WORK TESTING

17.1 IN ADDITION TO TESTS REQUIRED BY GOVERNING AUTHORITIES AND REGULATIONS, TEST WORK TO ENSURE THERE ARE NO GROUNDS OR CROSSES. ENSUREDEVICES ARE COMMISSIONED AND OPERABLE. CONNECT CIRCUITS TO PANELBOARDS SO AS TO BALANCE ACTUAL LOADS (WATTAGE) WITHIN 5%. IF REQUIRED,TRANSPOSE CIRCUITS WHEN WORK IS COMPLETE TO MEET THIS REQUIREMENT.

17.2 IN ADDITION, PERFORM FOLLOWING:.1 CHECK COMPONENT CONNECTIONS AND OVERALL INSTALLATION;

.2 ENSURE THAT DEVICES ARE COMMISSIONED AND OPERABLE;

.3 ADJUST SOUND SYSTEMS FOR HIGH QUALITY, DISTORTION FREE PERFORMANCE, FREE FROM NOISE, CROSS-TALK, HUM OR OTHER INTERFERENCE;

.4 TEST AND ADJUST SYSTEM AND ASCERTAIN THAT COMPONENTS ARE AS SPECIFIED AND ENSURE THAT PRODUCTS OPERATE AS DESIGNED;

.5 PREPARE, DOCUMENT AND EVALUATE TEST RESULTS;

.6 AUTHENTICATE TEST RESULTS WITH SIGNATURE OF AUTHORIZED TESTING ENGINEER/TECHNICIAN.

17.3 SUBMIT SIGNED REPORTS TO CONSULTANT.

SHEET NO. DRAWN BY CHECKED

PROJECT NO.

SCALE

STRUCTURAL CONSULTANT

MECHANICAL CONSULTANT

ELECTRICAL CONSULTANT

SHEET TITLE

NORTH

Dufferin-PeelCatholic DistrictSchool Board

NO. DESCRIPTION DATE

REVISIONS

ISSUED FOR CONSTRUCTION DATE

The contractor shall check and verify all dimensions and reportall errors and ommisions to the architect and the design

professional whose seal is affixed to this drawing. Do not scalethe drawings.

This drawing shall not be used for construction purposes untilissued for construction by the design professional whose seal is

affixed to this drawing and whose signature is below.

KEATON CENTRE

2190646

CWCW

WSP CANADA GROUP LTD.

1 ISSUED FOR TENDER 2010.04.22

SPECIFICATIONELECTRICAL

E102Not to Scale