THE ACADEMY PROJECT-LIBRARY RENOVATIONS · the academy project library renovations issued for...

1809 BARRINGTON St

Suite 1009

Halifax NS B3J 3U8

Canada

Tel: (902) 421-1065

THE ACADEMY PROJECT-LIBRARY RENOVATIONS

CONTRACT# 17-353541B

ISSUED FOR TENDER

JANUARY 15, 2018

INFORMATION

I-002 COVER SHEET

H353541-I-002 REV B

ARCHITECTURAL - *REFER TO ARCHITECTURAL DRAWINGS FOR REVISION NUMBER

A-100 DEMOLITION PLAN & PROPOSED FLOOR PLAN DIMENSION PLAN

H353541-A-100

A-101 PROPOSED FLOOR PLAN & PROPOSED REFLECTED CEILING PLAN

H353541-A-101

A-102 FLOORING PLAN & FINISH SCHEDULE

H353541-A-102

A-103 DETAILS

H353541-A-103

A-104 DETAILS CONT.

H353541-A-104

A-105 MILL WORK

H353541-A-105

A-106 WASHROOMS

H353541-A-106

A-107 SCHEDULES

H353541-A-107

A-108 SPECIFICATIONS

H353541-A-108

THE ACADEMY PROJECT

LIBRARY RENOVATIONS

ISSUED FOR TENDER

ISSUE - REV B

www.hatch.com

MECHANICAL

M-001 BASEMENT PLUMBING FLOOR PLANS, DETAILS & LEGEND

H353541-M-001 REV B

M-002 BASEMENT HEATING FLOOR PLAN, SCHEDULE & LEGEND

H353451-M-002 REV B

M-003 BASEMENT HVAC FLOOR PLAN, SCHEDULES, DETAILS & LEGEND

H353451-M-003 REV B

M-004 BASEMENT FIRE PROTECTION FLOOR PLAN, DETAILS & LEGEND

H353451-M-004 REV B

M-010 MECHANICAL SPECIFICATIONS SHEET 1

H353451-M-010 REV B


H353451-M-011 REV B


H353451-M-012 REV B

ELECTRICAL

E-001 EXISTING BASEMENT LIGHTING, POWER, COMMUNICATION, FIRE ALARM PLANS & LEGEND

H353451-E-001 REV B

E-002 NEW BASEMENT LIGHTING, POWER, COMMUNICATION, FIRE ALARM PLANS & LEGEND

H353451-E-002 REV B

E-003 ELECTRICAL DETAILS & SCHEDULES

H353451-E-003 REV B

E-010 ELECTRICAL SPECIFICATIONS SHEET 1

H353451-E-010 REV B

240 ST. GEORGE STREET, BOX 458

ANNAPOLIS ROYAL, NS

P:(902) 532-2395 F:(902) 532-7707

E: [email protected]

UP UPN

46' -

3 1

/2"

16' - 6" 6' - 0"

19' - 1"

17' -

3"

14' -

0"

14' -

0"

7' -

0"

20' - 1"

11' -

9"

11' -

3"

10' -

8 1

/2"

19' -

0 1

/2"

18' - 7"8' - 0"

58' -

4"

40' - 0"

RAMP UP

REMOVE ALL EXISTING PLUMBING FIXTURES AND ASSOCIATED PLUMBING LINES

REMOVE EXISTING STEEL RAILING

43' - 0"

EXISTING PASS-THRU WINDOWS TO REMAIN

GENERAL NOTES: 1. DASHED LINES INDICATE WALLS & DOORS TO BE REMOVED.2. ALL EXISTING COLUMNS TO REMAIN.3. REMOVE EXISTING FLOORING IN CONTRACT AREA AND PREPARE SUBFLOOR

TO RECEIVE NEW FLOORING.4. REMOVE EXISTING CEILING TILE AND GRID IN CONTRACT AREA.5. PATCH AND REPAIR WALLS TO REMAIN.

SHADED AREA NOT IN CONTRACT

5' - 0"16' - 6"

9' -

0"

REMOVE EXISTING WINDOWS (TO BE BLOCKED UP)

REMOVE INTERIOR SCREENS

MAIN PLUMBING LINE TO REMAIN

RITCHIE ST.

NGR

ANG

E ST

.

KEY PLAN

10' - 0" 20' - 0"

N

326 SF

QUIET ROOM1

1252 SF

STACKS &READING

2

JANITOR

1044 SF

BAND ROOM8

669 SF

FOOD BANK7

399 SF

PROGRAM9

FAM./B.F. WR.

WR.

16' - 6"

WR.

87 SF

STORAGE11

OFFICE

EXISTING RAMP UP

BOILER ROOM

6' - 3" 5' - 0" 14' - 4"

GENERAL NOTES:1. NEW CEILINGS THROUGHOUT CONTRACT AREA, SEE REFLECTED CEILING PLAN.2. NEW EXTERIOR WINDOWS WHERE NOTED. 3. NEW FLOORING THROUGHOUT CONTRACT AREA.4. ALL EXISTING COLUMNS TO RECEIVE INTUMESCENT PAINT AS REQUIRED TO

ACHIEVE 45 MIN FIRE-RATING.5. ALL WALLS ARE W1 TYPE UNLESS OTHERWISE NOTED.

1503 SF

COMMON15

2' - 6" 11' - 0"

379 SF

INNOVATIONCENTRE

12


7' -

0"

INFI

LL

+/- 7

' - 0

"

INFI

LL

+/- 6

' - 0

"

INFI

LL

+/- 6

' - 0

"

EQU

ALEQ

UAL

6' - 3"

14' - 5"

11' -

5 1

/2"

8' -

6"7'

- 2"

8' -

4"10

' - 1

1"

23' -

0"

EQUAL EQUAL

6' -

0"EQ

EQ

7' - 3"

7' -

1"7'

- 1"

INFI

LL

+/- 9

' - 0

"

6' -

8"3'

- 9"

8' -

2"4'

- 0"

5' -

5"

2' -

8"

2' -

6"

2' -

8"

23' -

4 1

/2"

20' - 7" 8' - 5"

8' - 0"

19' -

0 1

/2"

13' - 10"

18' - 9 1/2"

36' -

0 1

/2"

21' - 6"

23' - 0"

3' -

9"3'

- 0"

2' -

0"

3' -

0"

31' -

8 1

/2"

15' -

10

1/2"

11' -

7 1

/2"

2' - 8" 3' - 1" 2' - 8" 1' - 2"

21' -

0 1

/2"

25' -

8 1

/2"

9' -

0"

EXISTING RISERS TO REMAIN

JOST ARCHITECTS LTD.240 ST. GEORGE STREET, BOX 458

ANNAPOLIS ROYAL, NSP:(902) 532-2395 F:(902) 532-7707


1. CONTRACTOR MUST VERIFY ALL DRAWINGS WITH ON-SITE CONDITIONS, REPORTING ANY DISCREPANCY TO ARCHITECT BEFORE PROCEEDING WITH WORK.2. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT.3. DRAWINGS ARE NOT TO BE SCALED.4. ALL WORK IS TO COMPLY WITH THE 2015 NATIONAL BUILDING CODE AND ALL APPLICABLE CODES.5. CONTRACTOR TO RECEIVE WRITTEN APPROVAL FROM ARCHITECT PRIOR TO INSTALLATION OF ALTERNATE PRODUCTS.

DRAWING SCALE:

DRAWN BY: CHECKED BY:

HATCH PROJECT No: PROJECT MANAGER:

DESIGNED BY:

DATE: DATE:

DATE:

DATE:

DWG No: SHEET No: REV No:

REV DESCRIPTION CHK APP DATE

REVISIONS

NOTES

HALIFAX, NOVA SCOTIA

- -

-

A ISSUED FOR TENDER 18/01/15

1809 BARRINGTON ST.

H353541-A-000

As indicated

THE ACADEMY PROJECTLIBRARY RENOVATIONS

DEMOLITION PLANPROPOSED FLOOR PLAN - DIMENSION PLAN

LW

1702

HJ

A-100

LW

A-100

HJ HJ

M. BROWN1/8" = 1'-0"1 DEMOLITION PLAN

1/8" = 1'-0"2PROPOSED FLOOR PLAN - DIMENSIONPLAN

DEMOLITION NOTES:

1. SHOULD MATERIAL RESEMBLING SPRAY OR TROWEL-APPLIED ASBESTOS OR OTHER DESIGNATED SUBSTANCE LISTED AS HAZARDOUS BE ENCOUNTERED, STOP WORK, TAKE PREVENTATIVE MEASURES, AND NOTIFY ARCHITECT IMMEDIATELY. DO NOT PROCEED UNTIL WRITTEN INSTRUCTIONS HAVE BEEN RECEIVED FROM ARCHITECT.

2. INSPECT BUILDING SITE WITH ARCHITECT AND VERIFY EXTENT AND LOCATION OF ITEMS DESIGNATED FOR REMOVAL, DISPOSAL, ALTERATIVE DISPOSAL, RECYCLING, SALVAGE AND ITEMS TO REMAIN.3. LOCATE AND PROTECT UTILITIES. PRESERVE ACTIVE UTILITIES TRAVERSING SITE IN OPERATING CONDITION.4. NOTIFY AND OBTAIN APPROVAL OF UTILITY COMPANIES BEFORE STARTING DEMOLITION.5. DISCONNECT, CAP, PLUG OR DIVERT, AS REQUIRED, EXISTING PUBLIC UTILITIES WITHIN THE PROPERTY WHERE THEY INTERFERE WITH THE EXECUTION OF THEWORK, IN CONFORMITY WITH THE

REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. MARK THE LOCATION OF THESE PREVIOUSLY CAPPED OR PLUGGED SERVICES ON THE SITE AND INDICATE LOCATION (HORIZONTAL AND VERTICAL) ON THE RECORD DRAWINGS. SUPPORT, SHORE UP AND MAINTAIN PIPES AND CONDUITS ENCOUNTERED.

6. IMMEDIATELY NOTIFY ARCHITECT AND UTILITY COMPANY CONCERNED IN CASE OF DAMAGE TO ANY UTILITY OR SERVICE, DESIGNATED TO REMAIN IN PLACE.7. IMMEDIATELY NOTIFY THE ENGINEER SHOULD UNCHARTED UTILITY OR SERVICE BE ENCOUNTERED, AND AWAIT INSTRUCTION IN WRITING REGARDING REMEDIAL ACTION.8. PREVENT MOVEMENT, SETTLEMENT, OR DAMAGE TO ADJACENT STRUCTURES, UTILITIES, AND PARTS OF BUILDING TO REMAIN IN PLACE. PROVIDE BRACING AND

SHORING REQUIRED.9. KEEP NOISE, DUST, AND INCONVENIENCE TO OCCUPANTS TO MINIMUM.10. PROTECT BUILDING SYSTEMS, SERVICES AND EQUIPMENT.11. PROVIDE TEMPORARY DUST SCREENS, COVERS, RAILINGS, SUPPORTS, AND OTHER PROTECTION AS REQUIRED.12. REFER TO DEMOLITION DRAWINGS AND SPECIFICATIONS FOR ITEMS TO BE SALVAGED FOR REUSE. REMOVE ITEMS TO BE REUSED, STORE AS DIRECTED BY ARCHITECT, AND RE-INSTALL AS

DIRECTED ON APPROPRIATE DRAWING.13. REMOVE PARTS OF EXISTING BUILDING TO PERMIT NEW CONSTRUCTION. SORT MATERIALS INTO APPROPRIATE PILES FOR REUSE AND RECYCLING.14. DISPOSE OF REMOVED MATERIALS, TO APPROPRIATE RECYCLING FACILITIES & REUSE FACILITIES EXCEPT WHERE SPECIFIED OTHERWISE, IN ACCORDANCE WITH AUTHORITY HAVING JURISDICTION.

H353541-A-10018/01/15

UP

10' - 0" 20' - 0"

N

326 SF

QUIET ROOM1

1252 SF

STACKS &READING

2

30 SF

JANITOR6

1044 SF

BAND ROOM8

NEW WINDOWS WHERE PREVIOUS WINDOWS WERE BLOCKED IN (3)(SIZE TO SUIT)

399 SF

PROGRAM9

FAM./B.F. WR.

WR.

NEW GLASS DOOR & SIDELITE

NEW GLASS DOOR & SIDELITE

EXISTING PASS-THRU WINDOWS & ROLL-UP GRILLES TO REMAIN

WR.

87 SF

STORAGE11

OFFICE

OPEN UP BLOCKED DOORWAY. WIDEN OPENING TO INSTALL NEW DOUBLE DOOR (SEE DOOR SCHEDULE)

EXISTING RAMP UP

243 SF

BOILER ROOM5

NEW INTERIOR WINDOW WITH FIRE-RATED GLASS

GENERAL NOTES:1. NEW CEILINGS THROUGHOUT CONTRACT AREA. SEE REFLECTED CEILING PLAN.2. NEW WINDOWS WHERE NOTED. 3. NEW FLOORING THROUGHOUT CONTRACT AREA.4. ALL EXISTING COLUMNS TO RECEIVE INTUMESCENT PAINT AS REQUIRED TO ACHIEVE 45 MIN FIRE-RATING.5. ALL EXISTING TRIMS TO BE PAINTED6. ALL REMAINING EXISTING WALLS TO BE PATCHED, REPAIRED & PAINTED

NEW INTERIOR GLASS WINDOWS AT FORMER DOOR LOCATION

NEW FIRE-RATED BI-PARTING DOORS.(SEE DOOR SCHEDULE)

1503 SF

COMMON15

NEW INTERIOR WINDOWS WHERE PREVIOUS WINDOWS WERE BLOCKED UP (2)(SIZE TO SUIT)

EXISTING DOORS TO REMAIN

379 SF

INNOVATIONCENTRE

12

BOX AROUND 4" SANITARY LINE DOWN FROM FLOOR ABOVE


RISERS TO REMAININFILL DOORWAYS TO MATCH ADJACENT WALLS

NEW DOORWAY WHERE PREVIOUS WINDOW WAS BLOCKED UP

NEW MOP SINK; SEE MECH.

W6

W1

A-1064

S1

NEW INTERIOR GLASS WINDOW AT FORMER DOOR LOCATION

INFILL INTERIOR WINDOWS TO MATCH ADJACENT WALLS

ADD ACOUSTIC BATT INSULATION TO INTERIOR PERIMETER WALLS OF BAND ROOM

BUILT-IN COAT/BOOT CUBBIES

NEW VEGETABLE WASH SINK; SEE MECH.

TRIM & FINISH DOOR OPG. WHERE EXISTING INTERIOR LIGHTS WERE REMOVED.

W1 REPLACE EXISTING WINDOWS (SIZE TO SUIT)

REPLACE EXISTING WINDOW

W4

S2

W2

W2

S2 S2

3A-103

2A-103

WOOD

4A-103

1A-103

2A-104

A-105 1

A-105 2

3

A-105

6

8A

2B

2A

3A

1A

9A

9B 10A

13A

14A

12A

12B 11A

5A

6A

7A

7B

12C

CORR.

THE

ACAD

EMY

15A

15B

S3

S3

S3

669 SF

FOOD BANK7

S2

WALL BUILT UP FROM SILL

EXISTING SILL & TRIM TO REMAIN. PATCH, REPAIR & PAINT (COLOR TO BE DETERMINED)

W2

W1

W1

W1

W1

W1

W1

W2W2

W1

W1

W1

W1

W1

W3

W3

W3

REPLACE EXISTING WINDOWS (WINDOWS TO BE PROVIDED BY OWNER)

PATCH, REPAIR & PAINT EXISTING DOORS, WALLS, RISERS, RAILINGS, TRIMS & FINISHES (SEE FLOOR FINISH PLAN FOR FLOORING)

W5

W5

5A-103

FILL OPENING w/ DRYWALL

RITCHIE ST.

NGR

ANG

E ST

.

KEY PLAN

DRYWALL BULKHEAD AT 7'-6" A.F.F.

BULKHEAD AT 7'-6" A.F.F.

BULKHEAD AT 7'-6" A.F.F.

LED STRIP AROUND INNER SIDE OF BULKHEAD3

A-103

3' -

0"

2' -

0"

3' - 0"

3' - 0"

3' -

0"

3' - 0"

2' -

0"

3' - 0"

2' - 0"

2' - 0"

2' -

0"

2A-103

4A-103

RADIANT PANEL

TYP. RADIANT PANEL

1A-103

3' - 0"

2A-104

1A-104

3A-104

LINE OF A.C.T. ABOVE BULKHEAD

LINE OF SLOPED A.C.T. CEILING

N

1' - 0"

2' - 6"

5' - 6 1/2" 1' - 0"

CENTRE TILES

EQ. EQ.

CENTRE TILE IN ROOM


START w/ FULL A.C.T. @ RADIANT PANEL

START w/ FULL A.C.T. @ RADIANT PANEL

EXPOSED CEILING

REFLECTED CEILING PLAN NOTES:1. ALL CEILINGS @ 8' - 0" A.F.F. EXCEPT WHERE OTHERWISE NOTED.2. SEE MECHANICAL FOR RADIANT PANELS3. A.C.T. 1; 24"x24" ACOUSTIC CEILING TILES TO BE "CIRRUS" BY ARMSTRONG. (SQUARE EDGE) COLOUR TO BE WHITE.4. A.C.T. 2; 24"x24" COFFER CEILING TILES TO BE "METAPHORS" BY ARMSTRONG. COVE ITEM #5727 WITH 18"x18"x0.75" BEVELED TEGULAR ULTIMA INFILL PANEL. COLOUR TO BE WHITE.5. INSTALL NEW CONTINUOUS 3-1/2" INSULATION ABOVE ALL NEW CEILINGS.6. ALL SUSPENDED CEILING GRID TO BE INSTALLED WITH RESILIENT HANGERS.

THE

ACAD

EMY

8' - 11 1/2"

1' - 0"

1' - 0"

PAINT EXISTING CEILINGS

RCP LEGENDRADIANT PANEL (SEE MECH.)

A.C.T. 1 (ACOUSTIC CEILING TILE)

POT LIGHT (SEE MECH.)

PENDANT LIGHT (SEE MECH.)

SUPPLY VENT (SEE MECH.)

RETURN VENT (SEE MECH.)

2 x 2 LIGHTS (SEE MECH.)

A.C.T. 2 (COFFER CEILING TILE)

TRACK LIGHT (SEE MECH.)

WALL TYPESW1 - 5/8" GYPSUM BOARD 2x4 WOOD STUD @ 16" o.c. 5/8" GYPSUM BOARD

W2 - 5/8" GYPSUM BOARD 2x4 WOOD STUD @ 16" o.c. (INFILLED WITH ACOUSTIC BATT INSULATION) 5/8" GYPSUM BOARD

W3 - 2" x 3" WOOD STUD 5/8" GYPSUM BOARD ON ONE SIDE ONLY





DRAWING SCALE:



DESIGNED BY:

DATE: DATE:

DATE:

DATE:



REVISIONS

NOTES


- -

-


1809 BARRINGTON ST.

H353541-A-000

As indicated


PROPOSED FLOOR PLAN & PROPOSEDREFLECTED CEILING PLAN

LW

1702

HJ

A-101

LW

A-101

HJ HJ

M. BROWN

1/8" = 1'-0"1 PROPOSED FLOOR PLAN1/8" = 1'-0"2 PROPOSED REFLECTED CEILING PLAN

18/01/15

RADIUS TO MATCH THAT OF BULKHEAD ABOVE

6' -

9 1/

2"

21' -

0"

24' - 6 1/4"

TRANSITION STRIP

L-2

L-2

TRANSITION STRIP

L-2

L-2

L-2

STAIR NOSING

L-1 L-1

L-1

L-1

L-1

L-2

L-1

3' -

0"

L-2

L-2L-2

L-1

L-1

L-1

L-1

8' - 11" L-1

L-1

L-1 L-1

UNFINISHED FLOOR

QUIET ROOM1

STACKS &READING

2

COMMON15

FOOD BANK7

BAND ROOM8INNOVATION

CENTRE12

PROGRAM9

JANITOR6

CORR.16

WR.14

WR.13

STORAGE11

FAM./B.F. WR.10

BOILER ROOM5

OFFICE3

L-1

L-1L-1

L-2

RE-FINISH EXISTING VCT

INSTALL NEW RUBBER STAIR TREADS TO MATCH EXISTING.

TRANSITION STRIP

5A-103





DRAWING SCALE:



DESIGNED BY:

DATE: DATE:

DATE:

DATE:



REVISIONS

NOTES


- -

-


1809 BARRINGTON ST.

H353541-A-000

1/8" = 1'-0"


FLOORING PLAN & FINISH SCHEDULE

STAFF

1702

HLS

A-102

STAFF

A-102

HLS HJ

M. BROWN

1/8" = 1'-0"1 FLOOR FINISH PLAN

ROOM FINISH SCHEDULE

CODE MATERIAL MANUFACTURER PRODUCT COLOR

L-1 SHEET LINOLEUM : COLOUR 1 FORBO FLOORING SOLUTIONS MARMOLEUM REAL T.B.D.L-2 SHEET LINOLEUM : COLOUR 2 FORBO FLOORING SOLUTIONS MARMOLEUM REAL T.B.D.GB-P GYPSUM BOARD, PAINTED: COLOUR 1 PPG INTERIOR ACRYLIC LATEX T.B.D.ACT-1 ACOUSTIC CEILING TILE ARMSTRONG "CIRRUS" WHITEACT-2 ACOUSTIC CEILING TILE ARMSTRONG "METAPHOR" WHITEWB WOOD BASE N/A N/A T.B.D.

DEFAULT ROOM FINISH SCHEDULE

ROOM NUMBER DESCRIPTION AreaFLOOR

WALL BASECEILING

FINISH COMMENTS FINISH COMMENTS1 QUIET ROOM 326 SF L-1 GB-P WB ACT-1 / ACT-2 SEE RCP2 STACKS & READING 1252 SF L-1 / L-2 SEE FLOOR FINISH PLAN GB-P WB ACT-1 / GB-P SEE RCP3 OFFICE 88 SF L-1 GB-P WB ACT-1 / GB-P SEE RCP4 STORAGE Not

PlacedL-1 GB-P WB ACT-1

5 BOILER ROOM 243 SF N/A GB-P WB EXPOSED6 JANITOR 30 SF L-1 GB-P WB EXPOSED7 FOOD BANK 669 SF L-1 GB-P WB ACT-18 BAND ROOM 1044 SF L-1 / L-2 SEE FLOOR FINISH PLAN GB-P WB ACT-19 PROGRAM 399 SF L-1 GB-P WB ACT-1 / GB-P SEE RCP10 FAM./B.F. WR. 82 SF L-2 GB-P WB ACT-111 STORAGE 87 SF L-1 GB-P WB ACT-112 INNOVATION

CENTRE379 SF L-1 GB-P WB ACT-1 / GB-P SEE RCP

13 WR. 40 SF L-2 GB-P WB ACT-114 WR. 40 SF L-2 GB-P WB ACT-115 COMMON 1503 SF L-1 / L-2 SEE FLOOR FINISH PLAN GB-P WB ACT-1 / GB-P SEE RCP

GENERAL FINISH NOTES:1. WOOD BASE THROUGHOUT TO MATCH EXISTING. COLOUR T.B.D.2. FLOOR PATTERN AS INDICATED ON FLOOR FINISH PLAN.3. SEE REFLECTED CEILING PLAN FOR CEILING FINISH.4. ALL DOORS TO BE PAINTED. COLOUR T.B.D.5. ALL WALLS TO BE P-1 EXCEPT WHERE NOTED OTHERWISE.6. ALL GYPSUM BULKHEADS TO BE PAINTED WHITE UNLESS OTHERWISE NOTED.7. DOOR & WINDOW TRIM TO MATCH EXISTING IN SIZE AND PROFILE. COLOUR T.B.D.

18/01/15

29"

EXISTING HALFWALL TO BE EXTENDED ABOVE NEW CEILING (+/- 8' - 0" A.F.F.)

RADIANT HEAT PANEL

24" X 24" ACT CEILING (8' - 0" A.F.F.)

LINE OF EXISTING BULKHEAD TO BE EXTENDED

EXTENDED BULKHEAD

+/- 1

0' -

0" A

.F.F

.

1' - 6 1/2"0' - 8 1/2"

EXISTING CEILING HEIGHT

0' -

4"

REMOVE EXISTING WOOD SILL / TRIM

20"

LIBRARY BULKHEAD @ 7' - 8" A.F.F.

24" X 24" ACT @ 8' - 0" A.F.F. IN OFFICE

GWB TO 2" ABOVE CEILING

0' -

4"

FASTEN TO EXISTING STRUCTURE2x8

17 3

/4"

0' - 11" 1' - 0 1/2"

RADIANT HEAT PANEL

24" X 24" ACT (8' - 8" A.F.F.)

EXTEND BULKHEAD

LINE OF EXISTING BULKHEAD TO BE EXTENDED

5"

0' -

0 3/

4"

+/-1

0' -

0" A

.F.F

.

8' -

0"

+/- 1

0' -

0" A

.F.F

.

5' -

2"

INTERIOR HALFWALL TO BE EXTENDED UP TO SILL HEIGHT

EXISTING CEILING HEIGHT

NEW BULKHEAD

RADIANT HEAT PANEL

24" X 24" ACT (8' - 0" A.F.F.)

28 3

/4"

5"

1' - 3" 3' - 0"

0' -

4"

NEW WINDOW SILL TO SUITCONDITIONS

1' - 0"

7' -

8"

LINE OF EXTENDED WALL BEYOND

4' -

8"

2' - 0"

2' -

0"

TWO LAYERS 3/4" PLYWOOD w/ BULLNOSE EDGE

2 X 4 WOOD FRAMING

INTERIOR HALFWALL TO BE EXTENDED UP TO SILL HEIGHT

NEW WINDOW SILL TO SUITCONDITIONS

W4

DRYWALL

BASEBOARD

1-1/4" OVERHANG TO ACCOMMODATE DRYWALL & 3/4" ACCENT TRIM UNDER SEAT LIP

OUTLET - SEE ELECT.





DRAWING SCALE:



DESIGNED BY:

DATE: DATE:

DATE:

DATE:



REVISIONS

NOTES


- -

-


1809 BARRINGTON ST.

H353541-A-000

1" = 1'-0"


DETAILS

STAFF

1702

HJ

A-103

STAFF

A-103

HJ HJ

M. BROWN1" = 1'-0"1 BULKHEAD DETAIL - LIBRARY

1" = 1'-0"2 BULKHEAD DETAIL - LIBRARY & OFFICE1" = 1'-0"3BULKHEAD DETAIL - PROG.RM & INNOV.CENTRE

1" = 1'-0"4BULKHEAD DETAIL - LIBRARY ATWINDOW

1" = 1'-0"5 WINDOW SEAT DETAIL

18/01/15

0' -

3"

0' -

11"

2' X 2' A.C.T. @ 8'-0" A.F.F.

NEW GYPSUM BOARD CEILING @ U.S. JOISTS

4' - 0 1/2"

0' - 4"

2x4 WOOD STUD

LIGHT FIXTURE; SEE ELECT.

A-1044

A-1045

3' - 11"

3' - 10 1/2"

1' - 0" 2' - 6"

FASTEN TO EXISTING STRUCTURE ABOVE

WOOD FRAME

STACKS &READING

COMMON

U.S. AT 8'-0"

POT LIGHTS; SEE MECH.

0' - 10"

0' -

6"

TYP. 3/4" QUARTER ROUND

TWO LAYERS 3/4" PLYWOOD w/ BULLNOSE EDGE

1x6 WOOD TRIM


2x3 WOOD BLOCKING TYP. 3/4" QUARTER ROUND

U/S GYPSUM BULKHEAD

AXIOM FINISH TRIM

FASTEN TO EXISTING STRUCTURE

8' - 0" A.F.F.

MOUNT LED STRIP ON WOOD BLOCKING

0' -

4"

0' - 8"

W1

2x3


0' -

3"0'

- 1

1/2"

1x3 WOOD TRIM

TWO LAYERS 3/4" PLYWOOD w/ BULLNOSE EDGEPAINTED FINISH (SEE COLOUR SCHEDULE)

W1

2x3 WOOD BLOCKING

INTERIOR SCREEN JAMB DETAIL SIMILAR

0' -

3"

0' - 6 3/4"


WOOD TRIM TO MATCH EXISTING

0' - 3" 0' - 1 1/2"

TRIM TO MATCH EXISTING COLOUR T.B.D.

SHIM

DOOR FRAME

DOOR HEAD DETAIL SIMILAR

W1

EXTERIOR INTERIOR

METAL FRAME TO LIE FLUSH WITH EXISTING GYPSUM BOARD FINISH

WOOD TRIM TO MATCH EXISTING;OVERLAP METAL FRAME PARTIALLY

NEW GYPSUM BOARD FINISH

WOOD SILL

WOOD TRIM

EXISTING WALL CONST.

EXTERIOR INTERIOR

EXISTING WALL CONST. NEW GYPSUM BOARD FINISH

WOOD TRIM WOOD TRIM TO MATCH EXISTING;OVERLAP METAL FRAME PARTIALLY

METAL FRAME TO LIE FLUSH WITH EXISTING GYPSUM BOARD FINISH





DRAWING SCALE:



DESIGNED BY:

DATE: DATE:

DATE:

DATE:



REVISIONS

NOTES


- -

-


1809 BARRINGTON ST.

H353541-A-000

As indicated


DETAILS CONT.

STAFF

1702

HJ

A-104

STAFF

A-104

HJ HJ

M. BROWN

1 1/2" = 1'-0"1 BULKHEAD DETAIL - SMALL CIRCLES

1 1/2" = 1'-0"2 C/W SECTION3" = 1'-0"4 C/W DETAIL - SILL

3" = 1'-0"5 C/W DETAIL - HEAD

1 1/2" = 1'-0"3BULKHEAD DETAIL - LIBRARY CENTERELEMENT

3" = 1'-0"6 INTERIOR SCREEN SILL DETAIL

3" = 1'-0"7 INTERIOR SCREEN HEAD DETAIL

3" = 1'-0"9 TYPICAL DOOR FRAME JAMB DETAIL3" = 1'-0"8 METAL FRAME - SILL DETAIL

3" = 1'-0"10 METAL FRAME - HEAD DETAIL

18/01/15

3' -

0"

0' -

3"

1' - 3"

4' - 9"

1' - 6" 1' - 6" 1' - 6"

3' -

0"

+/- 5

' - 0

'

2' -

6"

1' - 7 1/2"1' - 7 1/2"

2' -

5"2'

- 5"

1' - 8"

2' -

1"

2' -

0"

7' -

5"

1' - 6" 1' - 6" 1' - 6"

2' -

3"

3' - 6"

0' -

3"

PRINTER

6' - 5"

2' -

3"2'

- 3"

+/- 5

' - 0

"

1' - 6" 1' - 6" 1' - 6" 1' - 6"

1' - 8"

0' -

3"

WINDOW ABOVE

7' - 10"

3' -

0"

LINE OF INT. WALL

1' -

7"2'

- 0"

3' - 3 1/2"

16' - 8"

1' - 9"

3' -

8"0'

- 9"

0' - 8" 0' - 8"0' - 8" 0' - 8" 0' - 8"

0' - 8" 0' - 8" 0' - 8"

0' -

4"4'

- 8"

0' - 8" 0' - 8"

BUILD COAT/BOOTH CUBBIES TO SUIT RAMP SLOPE

3' - 4" 5' - 0" 5' - 0" 3' - 4"

LINE OF INT. WALL

FREE STANDING COMMERICAL SINK

2' -

0"1'

- 7"

3' -

0"

3' -

0"

1' - 4"

WOOD COUNTER w/ PLASTIC-LAMINATE (P-LAM) FINISH

+/- 1

' - 0

"

WOOD SKIRT TO BE AT A HEIGHT SUITABLE TO HIDE FIXTURE PIPING

LAVATORY; SEE MECH.

PROVIDE SUPPORT FOR SKIRTING AS REQUIRED





DRAWING SCALE:



DESIGNED BY:

DATE: DATE:

DATE:

DATE:



REVISIONS

NOTES


- -

-


1809 BARRINGTON ST.

H353541-A-000

As indicated


MILLWORK

STAFF

1702

HJ

A-105

STAFF

A-105

HJ HJ

M. BROWN

1/2" = 1'-0"1MILLWORK ELEVATION - BAND ROOMCOUNTER

1/2" = 1'-0"2MILLWORK ELEVATION - BAND ROOMSTORAGE

1/2" = 1'-0"3MILLWORK ELEVATION - BAND ROOMSTORAGE 2

1/2" = 1'-0"4MILLWORK ELEVATION - PROGRAMKITCHENETTE

1/2" = 1'-0"6MILLWORK ELEVATION - COAT / BOOTSTORAGE

1/2" = 1'-0"5MILLWORK ELEVATION - INNOVATIONCENTRE

1" = 1'-0"7 VANITY DETAIL

18/01/15

0' -

6"3'

- 0"

2' - 0"

WASHROOM 14 SIMILAR

MR

PT

SD

3' -

6"

5' - 0"

7

A-105

Sim

1' -

4" 1' -

8"

WASHROOM 14 SIMILAR

M1

TT

SD

TYP. BASEBOARD (SEE ROOM FINISH SCHEDULE)

3' -

0"

WASHROOM 14 SIMILAR

3' -

11"

1' -

8"

TT

CH

0' - 6"

1' - 0"

1' -

5"

2' - 6"

2' -

6"

0' -

4"

1' -

11 1

/2"

2' -

6"

BC

TT

2' -

6"

SH

CH

3' -

11 1

/4"

2' -

10"

0' -

8"

3' -

11"

0' -

4"

2' -

9"

1' - 6"

3' -

6"

MR

PT

SD

2' - 0"

3' -

0"

MIN.

1' - 6"

3' -

11"

2' -

10"

WALL HUNG LAVATORY

CH

PT

M2

3' -

11"

CH

WASHROOM ACCESSORY SCHEDULESD - SOAP DISPENSER : SURFACE-MOUNTED SOAP DISPENSER "B-2111" CLASSIC SERIES BY BOBRICK OR APPROVED EQUILAVENT - QTY : 3BC - BABY CHANGE TABLE : HORIZONTAL, WALL-MOUNTED BABY CHANGING STATION "KB200-00" BY KOALA KARE PRODUCTS OR APPROVED EQUILAVENT - QTY : 1TT - TOILET PAPER DISPENSER : SURFACE-MOUNTED TWIN JUMBO ROLL TOILET TISSUE DISPENSER "B-2892" CLASSIC SERIES BY BOBRICK OR APPROVED EQUILAVENT - QTY : 3PT - PAPER TOWEL DISPENSER : SURFACE-MOUNTED PAPER TOWEL DISPENSER "B-262" CLASSIC SERIES BY BOBRICK OR APPROVED EQUILAVENT - QTY : 3M1 - CHANNEL FRAME MIRROR "B-165 2436" BY BOBRICK OR APPROVED EQUILAVENT - QTY : 2M2 - FIXED POSITION TILT MIRROR "B-293 2436" BY BOBRICK OR APPROVED EQUILAVENT - QTY : 1GB - GRAB BAR : 1-1/4" DIA. STRAIGHT GRAB BAR "B-5806 x 30" BY BOBRICK OR APPROVED EQUILAVENT - QTY : 3CH - COAT HOOK : HAT & COAT HOOK "B-682" BY BOBRICK OR APPROVED EQUILAVENT - QTY : 6WC - WASTE CHUTE : COUNTERTOP-MOUNTED CIRCULAR WASTE CHUTE "B-529" BY BOBRICK OR APPROVED EQUILAVENT - QTY: 2WR1 - WASTE RECEPTACLE (1) : FLOOR-STANDING WASTE RECEPTACLE w/ OPEN TOP "B-2260" BY BOBRICK OR APPROVED EQUILAVLENT - QTY : 2WR2 - WASTE RECEPTACLE (2) : FLOOR-STANDING LARGE CAPACITY WASTE RECEPTACLE "B-2400" BY BOBRICK OR APPROVED EQUILAVENT - QTY : 1SH - 24" LONG x 8" WIDE STAINLESS STEEL SHELF "B-298x24" BY BOBRICK OR APPROVED EQUILAVENT - QTY : 1

A-105 5

A-105 4

A-106 3

A-106

9

8

7

2

1

3' - 6"

BCTTGB

GB

SD

PTM2

10' - 6"

7' -

10"

6' -

8"8'

- 0"

5' - 0"5' - 0"

1' - 4"1' - 4"

13' - 0"

CH

CH

TT TT

SDSD

PT PT

M1M1

1' - 4" 1' - 4"

CH CH

2' - 0"

MIN

.

1' -

6"

5' -

4 1/

2"5'

- 5"

MIN

.

1' -

6"

CH

CH

SH

WR2

WC

WR1

WC

WR1

0' - 3 3/4"

5' -

0"

5' -

0"





DRAWING SCALE:



DESIGNED BY:

DATE: DATE:

DATE:

DATE:



REVISIONS

NOTES


- -

-


1809 BARRINGTON ST.

H353541-A-000

As indicated


WASHROOMS

STAFF

1702

HJ

A-106

STAFF

A-106

HJ HJ

M. BROWN

3/4" = 1'-0"1 WASHROOM 13 - ELEVATION 1



3/4" = 1'-0"7 B.F. WASHROOM - ELEVATION 1

3/4" = 1'-0"8 B.F. WASHROOM - ELEVATION 2

3/4" = 1'-0"9 B.F. WASHROOM - ELEVATION 31/2" = 1'-0"4 ENLARGED WASHROOMS

WASHROOM ACCESSORIES:1.0 SUBMITTALS:

1.1 PROVIDE MANUFACTURER'S PRINTED PRODUCT LITERATURE AND DATA SHEETS AND INCLUDE PRODUCT CHARACTERISTICS, PERFORMANCE CRITERIA, PHYSICAL SIZE, FINISH AND LIMITATIONS.

1.2 SUBMIT SHOP DRAWINGS INDICATING SIZE AND DESCRIPTION OF COMPONENTS, BASE MATERIAL, SURFACE FINISH INSIDE AND OUT, HARDWARE AND LOCKS, ATTACHMENT DEVICES, DESCRIPTION OF ROUGH-IN-FRAME, BUILDING-IN DETAILS OF ANCHORS FOR GRAB BARS.

1.3 PROVIDE MAINTENANCE DATA FOR TOILET AND BATH ACCESSORIES FOR INCORPORATION INTO MAINTENANCE MANUAL. 1.4 PROVIDE SPECIAL TOOLS REQUIRED FOR ASSEMBLY, DISASSEMBLY OR REMOVAL FOR TOILET AND BATH ACCESSORIES TO ARCHITECT.

2.0 INSTALLATION: 2.1 DELIVER INSERTS AND ROUGH-IN FRAMES TO JOB SITE AT APPROPRIATE TIME FOR BUILDING-IN. PROVIDE TEMPLATES, DETAILS AND

INSTRUCTIONS FOR BUILDING IN ANCHORS AND INSERTS. 2.2 PROVIDE STEEL ANCHOR PLATES AND COMPONENTS FOR INSTALLATION ON STUDDING AND BUILDING FRAMING. 2.3 VERIFICATION OF CONDITIONS: VERIFY THAT CONDITIONS OF SUBSTRATES AND SURFACES TO RECEIVE TOILET AND BATHROOM ACCESSORIES

PREVIOUSLY INSTALLED UNDER OTHER SECTIONS OR CONTRACTS ARE ACCEPTABLE FOR PRODUCT INSTALLATION IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS PRIOR TO TOILET AND BATHROOM ACCESSORIES INSTALLATION.

2.4 INFORM ARCHITECT OF UNACCEPTABLE CONDITIONS IMMEDIATELY UPON DISCOVERY. 2.5 PROCEED WITH INSTALLATION ONLY AFTER UNACCEPTABLE CONDITIONS HAVE BEEN REMEDIED.2.6 INSTALL AND SECURE ACCESSORIES RIGIDLY IN PLACE. INSTALL STEEL BACK-PLATE TO STUD PRIOR TO DRYWALL FINISH. PROVIDE PLATE WITH

THREADED STUDS OR PLUGS. 2.7 INSTALL GRAB BARS ON BUILT-IN ANCHORS PROVIDED BY BAR MANUFACTURER. 2.8 USE TAMPER PROOF SCREWS/BOLTS FOR FASTENERS. 2.9 FILL UNITS WITH NECESSARY SUPPLIES SHORTLY BEFORE FINAL ACCEPTANCE OF BUILDING. 2.10 INSTALL MIRRORS IN ACCORDANCE WITH GLAZING SPECIFICATION. 2.11 ADJUST TOILET AND BATHROOM ACCESSORIES COMPONENTS AND SYSTEMS FOR CORRECT FUNCTION AND OPERATION IN ACCORDANCE WITH

MANUFACTURER'S WRITTEN INSTRUCTIONS. 2.12 LUBRICATE MOVING PARTS TO OPERATE SMOOTHLY AND FIT ACCURATELY.

3.0 CLEANING:3.1 FINAL CLEANING: UPON COMPLETION REMOVE SURPLUS MATERIALS, RUBBISH, TOOLS AND EQUIPMENT.3.2 WASTE MANAGEMENT: SEPARATE WASTE MATERIALS FOR REUSE AND RECYCLING 3.3 REMOVE RECYCLING CONTAINERS AND BINS FROM SITE AND DISPOSE OF MATERIALS AT APPROPRIATE FACILITY.

4.0 PROTECTION:4.1 PROTECT INSTALLED PRODUCTS AND COMPONENTS FROM DAMAGE DURING CONSTRUCTION. 4.2 REPAIR DAMAGE TO ADJACENT MATERIALS CAUSED BY TOILET AND BATHROOM ACCESSORIES INSTALLATION.

5.0 SCHEDULE: LOCATE ACCESSORIES WHERE INDICATED. EXACT LOCATIONS CONFIRMED BY ARCHITECT PRIOR TO INSTALLATION. SEE WASHROOM ACCESSORY SCHEDULE FOR PRODUCTS.

18/01/15

1. SOLID WOOD 1A:.SOLID WOOD HALF GLASS1B. SOLID WOOD 2 PART GLASS

(1A & 1B SHOWN FOR DIMENSIONS)

3' - 0"3' - 0"

0' -

6"3'

- 0"

2' - 0" 0' - 6"

0' -

8"2'

- 8"

0' -

6"2'

- 8"

0' -

6"

2' - 0" 0' - 6"

FRAME WIDTHS VARY, SEE SCHEDULE

F1. WOODF2. METAL FRAME FOR 45-MINUTE FIRE-RATED DOOR

2. 45 MIN FIRE-RATED STEEL DOOR

7' -

0"

3' - 0"

F3. WOOD

2' - 0" 3' - 0"

3. BAND ROOM

(ACTIVE DOOR)

MATCH EXISTING WOOD FRAMES

-

---

Sim

0' -

10"

9

A-104

Sim

WOOD PANEL

+/- 4

' - 0

"

+/- 6' - 0"

(SU

IT E

XIST

ING

OPE

NIN

G) +/- 3' - 0"

S1 (QTY: 1)- 45 MIN FIRE-RATED (SEE SPEC.)- 45 MIN FIRE-RATED METAL FRAME

S2 (QTY: 2)- WOOD FRAME- TEMPERED GLASS- WIDTH TO SUIT EXISTING OPENING

+/- 4

' - 0

"

+/- 3' - 0"

S3 (QTY: 3)- WOOD FRAME- TEMPERED GLASS

+/- 2

' - 0

"

+/- 2' - 8"

W1 (QTY: 2)- VINYL- OPERATION: AWNING- GRILLES REQ'D- DOUBLE GLAZED, CLEAR GLASS

W2 (QTY: 2)- VINYL- OPERATION: DOUBLE HUNG- GRILLES REQ'D- DOUBLE GLAZED, CLEAR GLASS

W3 (QTY: 1)- VINYL- OPERATION: AWNING- GRILLES REQ'D- DOUBLE GLAZED, CLEAR GLASS

NOTES:1. WINDOW WIDTHS TO SUIT EXISTING OPENINGS. SITE VERIFY.2. ALL EXTERIOR WINDOWS TO BE VINYL, DOUBLE GLAZED, BY PETER KOHLER WINDOWS & ENTRANCE SYSTEMS. OR APPROVED EQUIVALENT.3. MATCH ADJACENT EXISTING WINDOWS IN STYLE.

+/- 2

' - 0

"

+/- 4' - 0"

W4 (QTY: 1)- VINYL- OPERATION: DOUBLE HUNG- GRILLES REQ'D- DOUBLE GLAZED, CLEAR GLASS

+/- 3' - 9"

(SU

IT E

XIST

ING

OPE

NIN

G)

HEA

D H

EIG

HT

7' -

0" T

YP.

HEA

D H

EIG

HT

TO M

ATC

H E

XIST

ING

2' - 8"

2' -

0"

W5 (QTY: 2)- VINYL- WINDOWS SUPPLIED BY OWNER

+/- 2

' - 6

"

4' - 0"

7

A-104

Sim

6

A-104

Sim





DRAWING SCALE:



DESIGNED BY:

DATE: DATE:

DATE:

DATE:



REVISIONS

NOTES


- -

-


1809 BARRINGTON ST.

H353541-A-000

As indicated


SCHEDULES

STAFF

1702

HJ

A-107

STAFF

A-107

HJ HJ

M. BROWN

DOOR SCHEDULE

DOORNUMBER FROM TO

DOOR (SEE NOTE 1) FRAME HARDWARE (SEE NOTE 2)

KEYING REMARKSFIRE

RATING TYPE SWING WIDTH HEIGHT FINISH TYPE MATERIAL LOCKEMERGENCYEXIT DEVICE

PASSAGESET CLOSER STOP

RESTROOM INDICATORDEADBOLT

ACOUSTICWEATHERSTRIP

DOORBOLT

1A STACKS &READING

QUIET ROOM N/A SEE REMARKS 3' - 0" 7' - 0" SEMI-TRANSLUCENT STAIN F1 WOOD

2A COMMON STACKS &READING

1B LH 3' - 0" 7' - 0" SEMI-TRANSLUCENT STAIN F1 WOOD

2B COMMON STACKS &READING

1B RH 3' - 0" 7' - 0" SEMI-TRANSLUCENT STAIN F1 WOOD

3A STACKS &READING

OFFICE 1A RH 3' - 0" 7' - 0" SEMI-TRANSLUCENT STAIN F1 WOOD

5A CORR. BOILER ROOM 45 MIN 2 LH 3' - 0" 7' - 0" PAINT F2 METAL YES YES6A CORR. JANITOR 45 MIN 2 RH 3' - 0" 7' - 0" PAINT F2 METAL YES YES7A COMMON FOOD BANK 1A RH 3' - 0" 7' - 0" SEMI-TRANSLUCENT STAIN F1 WOOD7B FOOD BANK FOOD BANK N/A N/A 6' - 0" 7' - 0" N/A F1 WOOD DOOR OPENING8A COMMON BAND ROOM 3 SEE REMARKS 5' - 0" 7' - 0" SEMI-TRANSLUCENT STAIN F1 WOOD YES YES YES YES ACTIVE LEAF - RHR ; INACTIVE - LHR9A PROGRAM COMMON 3 SEE REMARKS 6' - 0" 7' - 0" SEMI-TRANSLUCENT STAIN F3 WOOD DOUBLE DOOR9B PROGRAM PROGRAM 1 SEE REMARKS 6' - 0" 7' - 0" SEMI-TRANSLUCENT STAIN F1 WOOD YES YES DOUBLE DOOR - KITCHETTE10A COMMON FAM./B.F. WR. 1 LH 3' - 0" 7' - 0" SEMI-TRANSLUCENT STAIN F1 WOOD YES YES YES YES11A PROGRAM STORAGE 1 RHR 2' - 8" 7' - 0" SEMI-TRANSLUCENT STAIN F1 WOOD YES YES12A INNOVATION

CENTRECOMMON 1B 6' - 0" 7' - 0" SEMI-TRANSLUCENT STAIN F3 WOOD

12B INNOVATIONCENTRE

PROGRAM 1A 6' - 0" 7' - 0" SEMI-TRANSLUCENT STAIN F1 WOOD YES YES

12C INNOVATIONCENTRE

INNOVATIONCENTRE

N/A N/A 0' - 0" 7' - 0" N/A F1 WOOD OPENING

13A COMMON WR. 1 RH 3' - 0" 7' - 0" SEMI-TRANSLUCENT STAIN F1 WOOD YES YES YES YES14A COMMON WR. 1 LH 3' - 0" 7' - 0" SEMI-TRANSLUCENT STAIN F1 WOOD YES YES YES YES15A COMMON THE ACADEMY 45 MIN 1 LHR 3' - 0" 7' - 0" PAINT F2 METAL YES YES YES YES DOUBLE EGRESS15B THE ACADEMY COMMON 45 MIN 1 RH 3' - 0" 7' - 0" PAINT F2 METAL YES YES YES YES DOUBLE EGRESS

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YESYES

YESYES

YESYESYES

YES

YES

YESYES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

T.B.D.T.B.D.

T.B.D.T.B.D.

T.B.D.T.B.D.T.B.D.

T.B.D.

T.B.D.

T.B.D.

T.B.D.

T.B.D.

T.B.D.

T.B.D.

YES

YES

NOTES:1. CARRY $5000 DOOR ALLOWANCE. EXISTING DOORS WILL BE RE-USED WHEREVER POSSIBLE. ARCHITECT WILL REVIEW DOORS SALVAGED DURING DEMOLITION TO DETERMINE THOSE SUITEABLE FOR RE-USE. DOORS FOR RE-USE WILL BE RE-FINISHED.2. CARRY $5000 HARDWARE ALLOWANCE. RE-USE EXISTING HARDWARE AS FIRECTED BY ARCHITECT.

YES YES

YESYES

YES YES

T.B.D.

18/01/15

PARTITIONS FOR MINOR WORKS NOTES:

PART 1: GENERAL

1.1 REFERENCES: AMERICAN SOCIETY FOR TESTING AND MATERIALS INTERNATIONAL (ASTM): ASTM C 36/C 36M-01, ASTM C 475-01, ASTM C 645-00, ASTM C 840-01, ASTM C 960/C 960M-01, ASTM C 1002-01, ASTM C 1047-99, ASTM C 1178/C 1178M-01. 1.2 DESIGN REQUIREMENTS: MINIMUM SOUND TRANSMISSION RATING OF INSTALLED PANEL PARTITION TO BE STC 30, TESTED TO ASTM E 90.

PART 2: PRODUCTS

2.1. LUMBER: UNLESS SPECIFIED OTHERISE, SOFTWOOD, S4S, MOISTURE CONTENT 19% (S-DRY) OR LESS IN ACCORDANCE WITH FOLLOWING STANDARDS; CSA O141, NLGA STANDARD GRADING RULES FOR CANADIAN LUMBER, FORESTRY STEWARDSHIP COUNCIL (FSC) CERTIFIED.2.2 GYPSUM BOARD: TO ASTM C 36/C 36M REGULAR, 5/8" THICK AND TYPE X, 5/8" THICK, 4'-0" WIDE x MAXIMUM PRACTICAL LENGTH, ENDS SQUARE CUT, EDGES TAPERED.2.3 GLASS MAT WATER-RESISTANCE GYPSUM BACKING BOARD: TO ASTM C 1178/C 1178M, 5/8" THICK, 4'-0" WIDE x MAXIMUM PRACTICAL LENGTH.2.4 FRAMING AND BOARD LUMBER: IN ACCORDANCE WITH NBC.2.5 FURRING, BLOCKING AND NAILING STRIPS: S2S IS ACCEPTABLE FOR: BOARD SIZES,"STANDARD" OR BETTER GRADE; DIMENSION SIZES, "STANDARD" LIGHT FRAMING OR BETTER GRADE; POST AND TIMBER SIZES, "STANDARD" OR BETTER GRADE.2.6 GENERAL PURPOSE ADHESIVE: TO CSA O112 SERIES. MAXIMUM ALLOWABLE VOC LIMIT 140 g/L.2.7 NAILS, SPIKES AND STAPLES: TO CSA B111.2.8 DRYWALL FURRING CHANNELS" 0.5mm CORE THICKNESS GALVANIZED STEEL CHANNELS FOR SCREW ATTACHMENT OF GYPSUM BOARD.2.9 CASING BEADS, CORNER BEADS, CONTROL JOINTS AND EDGE TRIM: TO ASTM C 1047, ABS PVC ZINC METAL, ZINC-COATED BY HOT-DIP PROCESS ZINC-COATED BY ELECTROLYTIC PROCESS ALUMINUM COATED PHOSPHATIZED, 0.5mm BASE THICKNESS, PERFORATED FLANGES, ONE PIECE LENGTH PER LOCATION.2.10 JOINT COMPOUND: TO ATSM C 475, ASBESTOS-FREE.2.11 ACOUSTICAL INSULATION AND SEALANT: TYPE RECOMMENDED BY MANUFACTURER TO ACHIEVE STC RATING SPECIFIED.

PART 3: EXECUTION

3.1 FRAMING INSTALLATION: COMPLY WITH REQUIREMENTS OF NBC 2005 PART 9 SUPPLEMENTED BY FOLLOWING PARAGRAPHS. .1 INSTALL MEMBERS TRUE TO LINE, LEVELS AND ELEVATIONS, SQUARE AND PLUMB. .2 CONSTRUCT CONTINUOUS MEMBERS FROM PIECES OF LONGEST PRACTICAL LENGTH. .3 INSTALL SPANNING MEMBERS WITH "CROWN-EDGE" UP. .4 SELECT EXPOSED FRAMING FOR APPEARANCE. INSTALL LUMBER AND PANEL MATERIALS SO THAT GRADE-MARKS AND

OTHER DEFACING MARKS ARE CONCEALED OR ARE REMOVED BY SANDING WHERE MATERIALS ARE LEFT EXPOSED. .5 INSTALL FURRING AND BLOCKING AS REQUIRED TO SPACE-OUT AND SUPPORT CASEWORK, CABINETS, WALL AND CEILING

FINISHES, FACINGS, FASCIA, SOFFIT, SIDING ELECTRICAL EQUIPMENT MOUNTING BOARDS, AND OTHER WORK AS REQUIRED. .6 INSTALL ROUGH BUCKS, NAILERS AND LININGS TO ROUGH OPENINGS AS REQUIRED TO PROVIDE BACKING FOR FRAMES

AND OTHER WORK. .7 USE DUST COLLECTORS AND HIGH QUALITY RESPIRATOR MASKS WHEN CUTTING OR SANDING WOOD PANELS. .8 PLACE STUDS VERTICALLY AT 16" ON CENTRE AND NOT MORE THAN 2" FROM ABUTTING WALLS, AND AT EACH SIDE OF

OPENINGS AND CORNERS. .9 PROVIDE TWO STUDS EXTENDING FROM FLOOR TO CEILING AT EACH SIDE OF OPENINGS WIDER THAN STUD CENTRES

SPECIFIED. .10 INSTALL INTERMEDIATE STUDS ABOVE AND BELOW OPENINGS IN SAME MANNER AND SPACING AS WALL STUDS. .11 PROVIDE 2X4 STUD OR FURRING CHANNEL SECURED BETWEEN STUDS FOR ATTACHMENT OF FIXTURES BEHIND LAVATORY

BASINS, TOILET AND BATHROOM ACCESSORIES, AND OTHER FIXTURES INCLUDING GRAB BARS AND TOWEL RAILS, ATTACHED TO STUD PARTITIONS.

.12 EXTEND PARTITIONS TO UNDERSIDE OF STRUCTURE EXCEPT WHERE NOTED OTHERWISE ON DRAWINGS.

.13 MAINTAIN CLEARANCE UNDER BEAMS AND STRUCTURAL SLABS TO AVOID TRANSMISSION OF STRUCTURAL LOADS TO STUDS.

.14 INSTALL CONTINUOUS INSULATING STRIPS TO ISOLATE STUDS FROM UNINSULATED SURFACES.

.15 INSTALL INSULATING STRIP UNDER STUDS AROUND PERIMETER OF SOUND CONTROL PARTITIONS. 3.2 GYPSUM BOARD AND ACCESSORY INSTALLATION:

.1 DO APPLICATION AND FINISHING OF GYPSUM BOARD IN ACCORDANCE WITH ASTM C 840 EXCEPT WHERE SPECIFIED OTHERWISE.

.2 ERECT HANGERS AND RUNNER CHANNELS FOR SUSPENDED GYPSUM BOARD CEILINGS IN ACCORDANCE WITH ASTM C 840 EXCEPT WHERE SPECIFIED OTHERWISE.

.3 SUPPORT LIGHT FIXTURES BY PROVIDING ADDITIONAL CEILING SUSPENSION HANGERS WITHIN 6" OF EACH CORNER AND AT MAXIMUM 24" AROUND PERIMETER OF FIXTURE.

.4 FRAME WITH FURRING CHANNELS, PERIMETER OF OPENINGS FOR ACCESS PANELS, LIGHT FIXTURES, DIFFUSERS, GRILLES,.

.5 INSTALL ACOUSTICAL INSULATION ANDSEALANT IN SOUND RATED PARTITIONS TO CORRESPOND WITH TESTED ASSEMBLY.

.6 INSTALL GYPSUM BOARDS IN DIRECTION THAT WILL MINIMIZE NUMBER OF END-BUTT JOINTS. STAGGER END JOINTS AT LEAST 10".

.7 DO NOT APPLY GYPSUM BOARD UNTIL BUCKS, ANCHORS, BLOCKING, SOUND ATTENUATION, ELECTRICAL AND MECHANICAL WORK ARE APPROVED.

.8 APPLY SINGLE LAYER GYPSUM BOARD TO FURRING OR FRAMING USING SCREW FASTENERS. MAXIMUM SPACING OF SCREWS 12" ON CENTRE.

.9 APPLY WATER-RESISTANT GYPSUM BOARD ADJACENT TO SLOP SINKS IN JANITORS CLOSETS, SINKS IN WASHROOMS, SINK IN PROGRAM ROOM, AND SINK IN INNOVATION CENTRE. APPLY WATER-RESISTANT SEALANT TO EDGES, ENDS, CUT-OUTS WHICH EXPOSE GYPSUM CORE AND TO FASTENER HEADS.

.10 ERECT ACCESSORIES STRAIGHT, PLUMB OR LEVEL, RIGID AND AT PROPER PLANE. USE FULL LENGTH PIECES WHERE PRACTICAL. MAKE JOINTS TIGHT, ACCURATELY ALIGNED AND RIGIDLY SECURED. MITRE AND FIT CORNERS ACCURATELY, FREE FROM ROUGH EDGES. SECURE AT 6" ON CENTRE USING CONTACT ADHESIVE FOR FULL LENGTH.

.11 INSTALL CASING BEADS AROUND PERIMETER OF SUSPENDED CEILINGS.

.12 INSTALL CASING BEADS WHERE GYPSUM BOARD BUTTS AGAINST SURFACES HAVING NO TRIM CONCEALING JUNCTION AND WHERE INDICATED. SEAL JOINTS WITH SEALANT.

.13 FINISH FACE PANEL JOINTS AND INTERNAL ANGLES WITH JOINT SYSTEM CONSISTING OF JOINT COMPOUND, JOINT TAPE AND TAPING COMPOUND INSTALLED ACCORDING TO MANUFACTURER'S DIRECTIONS AND FEATHERED OUT ONTO PANEL FACES.

.14 FINISH CORNER BEADS, CONTROL JOINTS AND TRIM AS REQUIRED WITH TWO COATS OF JOINT COMPOUND AND ONE COAT OF TAPING COMPOUND, FEATHERED OUT ONTO PANEL FACES.

.15 FILL SCREW HEAD DEPRESSIONS WITH JOINT AND TAPING COMPOUNDS TO BRING FLUSH WITH ADJACENT SURFACE OF GYPSUM BOARD SO AS TO BE INVISIBLE AFTER SURFACE FINISH IS COMPLETED.

.16 COMPLETED INSTALLATION TO BE SMOOTH, LEVEL OR PLUMB, FREE FROM WAVES AND OTHER DEFECTS AND READY FOR SURFACE FINISH.

FINISH CARPENTRY:

PART 1: GENERAL

1.1 REFERENCES: .1 AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI): ANSI A208.1-09, ANSI A208.2-09, ANSI/HPVA HP-1-2004..2 ARCHITECTURAL WOODWORK MANUFACTURERS ASSOCIATION OF CANADA (AWMAC) AND ARCHITECTURAL WOODWORK

INSTITUTE (AWI): ARCHITECTURAL WOODWORK QUALITY STANDARDS, 1ST EDITION, 2009. .3 CANADIAN GENERAL STANDARDS BOARD (CGSB): CAN/CGSB-11.3-M87. .4 CSA INTERNATIONAL: CSA B111-74(R2003), CAN/CSA G164-M92(R2003)..5 FOREST STEWARDSHIP COUNCIL (FSC): FSC-STD-01-001-2004, FSC-STD-20-002-2004, FSC ACCREDITED CERTIFIED BODIES. .6 NATIONAL LUMBER GRADES AUTHORITY (NLGA): NLGA STANDARD GRADING RULES FOR CANADIAN LUMBER 2008. .7 UNDERWRITERS LABORATORIES OF CANADA (ULC): CAN4-S104-80(R1985), CAN/ULC-S105-09.

1.2 SUBMITTALS:.1 SUBMIT DRAWINGS INDICATING DETAILS OF CONSTRUCTION, PROFILES, JOINTING, FASTENING AND OTHER RELATED

DETAILS AND INDICATING MATERIALS, THICKNESSES, FINISHES AND HARDWARE. .2 SUBMIT DUPLICATE 12" LONG SAMPLES OF FINISHED WOOD TRIMS AND BASE.

1.3 QUALITY ASSURANCE :.1 LUMBER BY GRADE STAMP OF AGENCY CERTIFIED BY CANADIAN LUMBER STANDARDS ACCREDITATION BOARD (CLSAB). .2 PLYWOOD, PARTICLEBOARD, OSB AND WOOD BASED COMPOSITE PANELS TO CSA AND ANSI STANDARDS. .3 WOOD FIRE RATED FRAMES AND PANELS: LISTED AND LABELLED BY AN ORGANIZATION ACCREDITED BY STANDARDS

COUNCIL OF CANADA TO CAN4-S104 AND CAN/ULC-S105.

PART 2: PRODUCTS

2.1 SOFTWOOD LUMBER: S4S, MOISTURE CONTENT 19% OR LESS IN ACCORDANCE WITH FOLLOWING STANDARDS: .1 CSA O141. .2 NLGA STANDARD GRADING RULES FOR CANADIAN LUMBER..3 AWMAC CUSTOM PREMIUM GRADE, MOISTURE CONTENT AS SPECIFIED..4 MACHINE STRESS-RATED LUMBER IS ACCEPTABLE. .5 HARDWOOD LUMBER:

.1 NATIONAL HARDWOOD LUMBER ASSOCIATION (NHLA).

.2 AWMAC CUSTOM PREMIUM GRADE, MOISTURE CONTENT AS SPECIFIED. 2.2 PANEL MATERIAL: UREA-FORMALDEHYDE FREE; FSC CERTIFIED.

.3 DOUGLAS FIR PLYWOOD (DFP): TO CSA O121, STANDARD CONSTRUCTION.

.4 CANADIAN SOFTWOOD PLYWOOD (CSP): TO CSA O151, STANDARD CONSTRUCTION.

.5 HARDWOOD PLYWOOD: TO ANSI/HPVA HP-1.

.6 POPLAR PLYWOOD (PP): TO CSA O153, STANDARD CONSTRUCTION.

.7 PARTICLEBOARD: TO ANSI A208.1.

.8 HARDBOARD: TO CAN/CGSB-11.3.

.9 MEDIUM DENSITY FIBREBOARD (MDF): TO ANSI A208.2, DENSITY 640-800 KG/M³.

.10 LOW DENSITY FIBREBOARD: TO CSA-A247M.

.11 DECORATIVE OVERLAID COMPOSITE PANELS. .1 DECORATIVE OVERLAY, HEAT AND PRESSURE LAMINATED WITH SUITABLE RESIN TO THICKNESS INDICATED 1/2" (12.7

MM) THICK PARTICLEBOARD MDF UREA-FORMALDEHYDE FREE CORE. .2 OVERLAY BONDED TO BOTH FACES WHERE EXPOSED TWO SIDES, AND WHEN PANEL MATERIAL REQUIRE SURFACE ON

ONE SIDE ONLY, REVERSE SIDE TO BE OVERLAID WITH A PLAIN (BUFF) BALANCING SHEET. .3 FURNITURE FINISH: WOOD GRAIN PATTERN SOLID COLOUR SELECTED BY ARCHITECT. .4 EDGE FINISHING: MATCHING MELAMINE AND POLYESTER OVERLAY EDGE STRIP WITH SELF-ADHESIVE EDGES DADOED

OR SAW KERFED TO TAKE PLASTIC "T" MOULDING IN WIDTH AND COLOUR TO MATCH MELAMINE FINISH EDGE FILLER TO PROVIDE A SMOOTH SURFACE FOR PAINT FINISH.

2.3 NAILS AND STAPLES: TYPE AND SIZE TO SUIT APPLICATION. 2.4 WOOD SCREWS: TYPE AND SIZE TO SUIT APPLICATION. 2.5 SPLINES: METAL. 2.6 ADHESIVE AND SEALANTS: IN ACCORDANCE WITH SECTION 07 92 00 - JOINT SEALANTS. VOC LIMIT 30 70 250 G/L MAXIMUM TO SCAQMD RULE 1168 GS-36.

PART 3: EXECUTION

3.1 VERIFY CONDITIONS OF SUBSTRATES PREVIOUSLY INSTALLED UNDER OTHER SECTIONS OR CONTRACTS ARE ACCEPTABLE FOR INSTALLATION IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. PROCEED WITH INSTALLATION ONLY AFTER UNACCEPTABLE CONDITIONS HAVE BEEN REMEDIED3.2 DO FINISH CARPENTRY TO QUALITY STANDARDS OF (AWMAC). 3.3 SCRIBE AND CUT AS REQUIRED, FIT TO ABUTTING WALLS, AND SURFACES, FIT PROPERLY INTO RECESSES AND TO ACCOMMODATE PIPING, COLUMNS, FIXTURES, OUTLETS, OR OTHER PROJECTING, INTERSECTING OR PENETRATING OBJECTS. 3.4 FORM JOINTS TO CONCEAL SHRINKAGE. 3.5 FASTENING:

.1 POSITION ITEMS OF FINISHED CARPENTRY WORK ACCURATELY, LEVEL, PLUMB, TRUE AND FASTEN OR ANCHOR SECURELY.

.2 DESIGN AND SELECT FASTENERS TO SUIT SIZE AND NATURE OF COMPONENTS BEING JOINED. USE PROPRIETARY DEVICES AS RECOMMENDED BY MANUFACTURER.

.3 SET FINISHING NAILS TO RECEIVE FILLER. WHERE SCREWS ARE USED TO SECURE MEMBERS, COUNTERSINK SCREW IN ROUND SMOOTH CUT HOLE AND PLUG WITH WOOD PLUG TO MATCH MATERIAL BEING SECURED.

.4 REPLACE ITEMS OF FINISH CARPENTRY WITH DAMAGE TO WOOD SURFACES INCLUDING HAMMER AND OTHER BRUISES. 3.6 STANDING AND RUNNING TRIM: TO BE A SOLID WOOD SPECIES; PROFILE TO MATCH EXISTING

.1 BUTT AND COPE INTERNAL JOINTS OF BASEBOARDS TO MAKE SNUG, TIGHT, JOINT. CUT RIGHT ANGLE JOINTS OF CASING AND BASE WITH MITRED JOINTS.

.2 FIT BACKS OF BASEBOARDS AND CASING SNUGLY TO WALL SURFACES TO ELIMINATE CRACKS AT JUNCTION OF BASE AND CASING WITH WALLS.

.3 MAKE JOINTS IN BASEBOARD, WHERE NECESSARY USING A 45 DEGREES SCARF TYPE JOINT.

.4 INSTALL DOOR AND WINDOW TRIM IN SINGLE LENGTHS WITHOUT SPLICING. 3.7 INTERIOR FRAMES: (TO BE A SOLID WOOD SPECIES)

.1 SET FRAMES WITH PLUMB SIDES AND LEVEL HEADS AND SILLS AND SECURE.

.2 CONSTRUCTION TO MATCH EXISTING EXCEPT WHERE OTHERWISE DETAILED.3.8 PROTECT INSTALLED PRODUCTS AND COMPONENTS FROM DAMAGE DURING CONSTRUCTION. 3.9 REPAIR DAMAGE TO ADJACENT MATERIALS CAUSED BY FINISH CARPENTRY INSTALLATION.

ACOUSTICAL CEILINGS FOR MINOR WORKS:

PART 1: GENERAL

1.1 REFERENCES: .1 AMERICAN SOCIETY FOR TESTING AND MATERIALS INTERNATIONAL (ASTM): ASTM C 636-00, ASTM C 636-96, ASTM E 1477-98a

(2003).2 CANADIAN GENERAL STANDARDS BOARD (CGSB): CAN/CGSB-92.1-M89.3 HEALTH CANADA/WORKPLACE HAZARDOUS MATERIALS INFORMATION SYSTEM (WHMIS): MATERIAL SAFETY DATA SHEETS

(MSDS).4 UNDERWITER'S LABORATORIES OF CANADA (ULC): CAN/ULC-S102-2003

1.2 SUBMITTALS: SUBMIT SHOP DRAWINGS AS FOLLOWS:.1 SUBMIT DUPLICATE FULL-SIZE SAMPLES OF EACH TYPE ACOUSTICAL UNIT..2 SUBMIT REFLECTED CEILING PLANS FOR SPECIAL GRID PATTERNS AS INDICATED. .3 INDICATE LAY-OUT, INSERT AND HANGER SPACING AND FASTENING DETAILS, SPLICING METHOD FOR MAIN AND CROSS

RUNNERS, CHANGE IN LEVEL DETAILS, AND ACOUSTICAL UNIT SUPPORT AT CEILING FIXTURE LATERAL BRACING AND ACCESSORIES.

PART 2: PRODUCTS

2.1 PRODUCTS: SEE RCP LEGEND ON REFLECTED CEILING PLAN FOR PRODUCT SELECTION.2.2 ACOUSTICAL SUSPENSION: SYSTEM, TEE BAR GRID, RESILIENT HANGER WIRE, HANGER INSERTS, CARRYING CHANNELS AND ACCESSORIES AS RECOMMENDED BY MANUFACTURER FOR ACOUSTIC SEPARATION.

PART 3: EXECUTION

3.1 INSTALLATION OF SUSPENSION SYSTEM:.1 INSTALLATION: IN ACCORDANCE WITH ASTM C 636 EXCEPT WHERE SPECIFIED OTHERWISE. .2 DO NOT ERECT CEILING SUSPENSION SYSTEM UNTIL WORK ABOVE CEILING HAS BEEN INSPECTED BY ARCHITECT..3 ALL SUSPENDED CEILING GRID TO BE INSTALLED WITH RESILIENT HANGERS. SECURE HANGERS TO OVERHEAD STRUCTURE

USING ATTACHMENT METHODS AS RECOMMENDED BY MANUFACTURER..4 INSTALL HANGERS SPACED AT MAXIMUM 4'-0" CENTRES AND WITHIN 6" FROM ENDS OF MAIN TEES. .5 LAY OUT CENTRELINE OF CEILING BOTH WAYS, TO PROVIDE BALANCED BORDERS AT ROOM PERIMETER WITH BORDER

UNITS NOT LESS THAN 50% OF STANDARD UNIT WIDTH OF SYSTEM EXCEPT WHERE NOTED OTHERWISE ACCORDING TO REFLECTED CEILING PLAN.

.6 INSTALL WALL MOULDING TO PROVIDE CORRECT CEILING HEIGHT.

.7 COMPLETED SUSPENSION SYSTEM TO SUPPORT SUPER-IMPOSED LOADS, SUCH AS LIGHTING FIXTURES DIFFUSERS GRILLES AND SPEAKERS.

.8 SUPPORT AT LIGHT FIXTURES DIFFUSERS WITH ADDITIONAL CEILING SUSPENSION HANGERS WITHIN 6" OF EACH CORNER AND AT MAXIMUM 24" AROUND PERIMETER OF FIXTURE.

.9 INTERLOCK CROSS MEMBER TO MAIN RUNNER TO PROVIDE RIGID ASSEMBLY.

.10 FINISHED CEILING SYSTEM TO BE SQUARE WITH ADJOINING WALLS AND LEVEL WITHIN 1:1000. INSTALL ACOUSTICAL PANELS AND TILES IN CEILING SUSPENSION SYSTEM.

.11 CO-ORDINATE CEILING WORK TO ACCOMMODATE COMPONENTS OF OTHER SECTIONS, SUCH AS LIGHT FIXTURES, DIFFUSERS, SPEAKERS, SPRINKLER HEADS, TO BE BUILT INTO ACOUSTICAL CEILING COMPONENTS.3.2 INSTALLATION OF ACOUSTIC CEILING TILE: AS PER MANUFACTURER'S RECOMMENDATION.

METAL DOORS AND FRAMES:

PART 1: GENERAL

1.1 REFERENCES: .1 AMERICAN SOCIETY FOR TESTING AND MATERIALS INTERNATIONAL (ASTM): ASTM A 653/A 653M-06A, ASTM B 29-03,

ASTM B 749-03. .2 CANADIAN GENERAL STANDARDS BOARD (CGSB): CAN/CGSB-1.181-99, CGSB 41-GP-19MA-84. .3 CANADIAN STANDARDS ASSOCIATION (CSA INTERNATIONAL): CSA-G40.20-04/G40.21-04, CSA W59-03..4 CANADIAN STEEL DOOR MANUFACTURERS' ASSOCIATION (CSDMA):

.1 CSDMA, RECOMMENDED SPECIFICATIONS FOR COMMERCIAL STEEL DOORS AND FRAMES, 2000.

.2 CSDMA, SELECTION AND USAGE GUIDE FOR COMMERCIAL STEEL DOORS, 1990. .5 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

.1 NFPA 80-99, STANDARD FOR FIRE DOORS AND FIRE WINDOWS.

.2 NFPA 252-03, STANDARD METHODS OF FIRE TESTS OF DOOR ASSEMBLIES. .6 UNDERWRITERS' LABORATORIES OF CANADA (ULC): CAN4-S104-M80, CAN4-S105-M85.

1.2 STEEL FIRE RATED DOORS AND FRAMES: LABELLED AND LISTED BY AN ORGANIZATION ACCREDITED BY STANDARDS COUNCIL OF CANADA IN CONFORMANCE WITH CAN4-S104 NFPA 252 FOR RATINGS SPECIFIED OR INDICATED. 1.3 PROVIDE FIRE LABELLED FRAMES FOR OPENINGS REQUIRING FIRE PROTECTION RATINGS. TEST PRODUCTS IN CONFORMANCE WITH CAN4-S104, ASTM E 152 OR NFPA 252 AND LISTED BY NATIONALLY RECOGNIZED AGENCY HAVING FACTORY INSPECTION SERVICES. 1.4 PROVIDE SHOP DRAWINGS:

.1 SUBMIT DRAWINGS STAMPED AND SIGNED BY PROFESSIONAL ENGINEER REGISTERED OR LICENSED IN PROVINCE OF NOVA SCOTIA, CANADA.

.2 INDICATE EACH TYPE OF DOOR, MATERIAL, STEEL CORE THICKNESSES, MORTISES, REINFORCEMENTS, LOCATION OF EXPOSED FASTENERS, OPENINGS, GLAZED LOUVRED, ARRANGEMENT OF HARDWARE AND FIRE RATING AND FINISHES.

.3 INDICATE EACH TYPE FRAME MATERIAL, CORE THICKNESS, REINFORCEMENTS, GLAZING STOPS, LOCATION OF ANCHORS AND EXPOSED FASTENINGS AND REINFORCING FIRE RATING FINISHES.

.4 INCLUDE SCHEDULE IDENTIFYING EACH UNIT, WITH DOOR MARKS AND NUMBERS RELATING TO NUMBERING ON DRAWINGS AND DOOR SCHEDULE.

.5 SUBMIT TEST AND ENGINEERING DATA, AND INSTALLATION INSTRUCTIONS.

PART 2: PRODUCTS

2.1 METAL DOORS: 45 MINUTE FIRE-RATED METAL DOORS BY APEX OR APPROVED EQUIVALENT. .1 SWING TYPE, FLUSH, WITH PROVISION FOR GLASS AND/OR LOUVRE OPENINGS AS INDICATED. .2 FABRICATE DOORS WITH LONGITUDINAL EDGES LOCKED SEAM LOCKED SEAMED, ADHESIVE ASSISTED WELDED. SEAMS:

VISIBLE GRIND WELDED JOINTS TO A FLAT PLANE, FILL WITH METALLIC PASTE FILLER AND SAND TO A UNIFORM SMOOTH FINISH. .3 BLANK, REINFORCE, DRILL DOORS AND TAP FOR MORTISED, TEMPLATED HARDWARE AND ELECTRONIC HARDWARE. .4 FACTORY PREPARE HOLES 1/2" DIAMETER AND LARGER EXCEPT MOUNTING AND THROUGH-BOLT HOLES, ON SITE, AT TIME

OF HARDWARE INSTALLATION. .5 REINFORCE DOORS WHERE REQUIRED, FOR SURFACE MOUNTED HARDWARE. PROVIDE INVERTED, RECESSED, SPOT

WELDED CHANNELS TO TOP AND BOTTOM OF INTERIOR DOORS. .6 PROVIDE FACTORY-APPLIED TOUCH-UP PRIMER AT AREAS WHERE ZINC COATING HAS BEEN REMOVED DURING

FABRICATION. .7 PROVIDE FIRE LABELLED DOORS FOR THOSE OPENINGS REQUIRING FIRE PROTECTION RATINGS, AS SCHEDULED. TEST

SUCH PRODUCTS IN CONFORMANCE WITH CAN4-S104 ASTM E 152 NFPA 252 AND LIST BY NATIONALLY RECOGNIZED AGENCY HAVING FACTORY INSPECTION SERVICE AND CONSTRUCT AS DETAILED IN FOLLOW-UP SERVICE PROCEDURES/FACTORY INSPECTION MANUALS ISSUED BY LISTING AGENCY TO INDIVIDUAL MANUFACTURERS.

.8 TOUCH-UP PRIME CAN/CGSB-1.181. MAXIMUM VOC LIMIT 50 G/L TO GC-03.

.9 FIELD PAINT STEEL DOORS AND FRAMES IN ACCORDANCE WITH INTERIOR PAINTING SPECIFICATION.

.10 PROVIDE FINAL FINISH FREE OF SCRATCHES OR OTHER BLEMISHES.

.11 DOOR SILENCERS: SINGLE STUD RUBBER/NEOPRENE TYPE.

.12 FIRE LABELS: METAL RIVITED.

.13 SEALANT: MAXIMUM VOC LIMIT 250 G/L TO SCAQMD RULE 1168.

.14 GLAZING: MAKE PROVISIONS FOR GLAZING AS INDICATED AND PROVIDE NECESSARY GLAZING STOPS. PROVIDE REMOVABLE STAINLESS STEEL GLAZING BEADS FOR USE WITH GLAZING TAPES AND COMPOUNDS AND SECURED WITH COUNTERSUNK STAINLESS STEEL SCREWS DRY GLAZING OF SNAP-ON TYPE. 2.2 METAL FRAMES:

.1 FABRICATE FRAMES IN ACCORDANCE WITH CSDMA SPECIFICATIONS.

.2 FABRICATE FRAMES TO PROFILES AND MAXIMUM FACE SIZES AS INDICATED.

.3 INTERIOR FRAMES: WELDED TYPE CONSTRUCTION. WELDING IN ACCORDANCE WITH CSA W59.

.4 BLANK, REINFORCE, DRILL AND TAP FRAMES FOR MORTISED, TEMPLATED HARDWARE, AND ELECTRONIC HARDWARE USING TEMPLATES PROVIDED BY FINISH HARDWARE SUPPLIER. REINFORCE FRAMES FOR SURFACE MOUNTED HARDWARE.

.5 PROTECT MORTISED CUTOUTS WITH STEEL GUARD BOXES.

.6 PREPARE FRAME FOR DOOR SILENCERS, 3 FOR SINGLE DOOR, 2 AT HEAD FOR DOUBLE DOOR.

.7 CONCEAL FASTENINGS EXCEPT WHERE EXPOSED FASTENINGS ARE INDICATED.

.8 PROVIDE FACTORY-APPLIED TOUCH UP PRIMER AT AREAS WHERE ZINC COATING HAS BEEN REMOVED DURING FABRICATION.

.9 PROVIDE APPROPRIATE ANCHORAGE TO FLOOR AND WALL CONSTRUCTION.

.10 LOCATE EACH WALL ANCHOR IMMEDIATELY ABOVE OR BELOW EACH HINGE REINFORCEMENT ON HINGE JAMB AND DIRECTLY OPPOSITE ON STRIKE JAMB.

.11 PROVIDE 2 ANCHORS FOR REBATE OPENING HEIGHTS UP TO 60" AND 1 ADDITIONAL ANCHOR FOR EACH ADDITIONAL 30" OF HEIGHT OR FRACTION THEREOF.

.12 LOCATE ANCHORS FOR FRAMES IN EXISTING OPENINGS NOT MORE THAN 6" FROM TOP AND BOTTOM OF EACH JAMBS AND INTERMEDIATE AT 26" ON CENTRE MAXIMUM.

PART 3: EXECUTION

3.1 COMPLIANCE: .1 COMPLY WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS OR SPECIFICATIONS, INCLUDING PRODUCT TECHNICAL

BULLETINS, HANDLING, STORAGE AND INSTALLATION INSTRUCTIONS, AND DATASHEETS. .2 INSTALL LABELLED STEEL FIRE RATED DOORS AND FRAMES TO NFPA 80 EXCEPT WHERE SPECIFIED OTHERWISE. .3 INSTALL DOORS AND FRAMES TO CSDMA INSTALLATION GUIDE.

3.2 FRAME INSTALLATION:.1 SET FRAMES PLUMB, SQUARE, LEVEL AND AT CORRECT ELEVATION. .2 SECURE ANCHORAGES AND CONNECTIONS TO ADJACENT CONSTRUCTION. .3 BRACE FRAMES RIGIDLY IN POSITION WHILE BUILDING-IN. INSTALL TEMPORARY HORIZONTAL WOOD SPREADER AT THIRD

POINTS OF DOOR OPENING TO MAINTAIN FRAME WIDTH. PROVIDE VERTICAL SUPPORT AT CENTRE OF HEAD FOR OPENINGS OVER 4' WIDE. REMOVE TEMPORARY SPREADERS AFTER FRAMES ARE BUILT-IN.

.4 MAKE ALLOWANCES FOR DEFLECTION OF STRUCTURE TO ENSURE STRUCTURAL LOADS ARE NOT TRANSMITTED TO FRAMES.

.5 CAULK PERIMETER OF FRAMES BETWEEN FRAME AND ADJACENT MATERIAL. 3.3 DOOR INSTALLATION:

.1 PROVIDE EVEN MARGINS BETWEEN DOORS AND JAMBS AND DOORS AND FINISHED FLOORAND THRESHOLDS AS FOLLOWS. .1 HINGE SIDE: 1/16" .2 LATCHSIDE AND HEAD: 1/16".3 FINISHED FLOOR: 1/2" EXCEPT WHERE NOTED OTHERWISE.

.2 ADJUST OPERABLE PARTS FOR CORRECT FUNCTION.

.3 INSTALL LOUVRES WHERE NOTED.3.4 FINISH AND REPAIRS:

.1 TOUCH UP WITH PRIMER FINISHES DAMAGED DURING INSTALLATION.

.2 FILL EXPOSED FRAME ANCHORS AND SURFACES WITH IMPERFECTIONS WITH METALLIC PASTE FILLER AND SAND TO A UNIFORM SMOOTH FINISH. 3.5 GLAZING: INSTALL GLAZING IN DOORS AND FRAMES AS PER GLAZING SPECIFICATION.

GLAZING:

PART 1: GENERAL

1.1 REFERENCES: .1 AMERICAN SOCIETY FOR TESTING AND MATERIALS INTERNATIONAL (ASTM): ASTM C 542-05, ASTM D 790-07el, ASTM D

1003-07el, ASTM D 1929-96(R2001)el, ASTM D 2240-05, ASTM E 84-10, ASTM E 330-02, ASTM F 1233-08..2 CANADIAN GENERAL STANDARDS BOARD (CGSB): CAN/CGSB-12.1-M90, CAN/CGSB-12.11-M90.

1.2 SUBMITTALS: .1 SUBMIT MANUFACTURER'S INSTRUCTIONS, PRINTED PRODUCT LITERATURE AND DATA SHEETS FOR GLASS, SEALANTS, AND

GLAZING ACCESSORIES AND INCLUDE PRODUCT CHARACTERISTICS, PERFORMANCE CRITERIA, PHYSICAL SIZE, FINISH AND LIMITATIONS.

.2 SUBMIT DRAWINGS STAMPED AND SIGNED BY PROFESSIONAL ENGINEER REGISTERED OR LICENSED IN PROVINCE TERRITORY OF NOVA SCOTIA, CANADA.

.3 SUBMIT PRODUCT CERTIFICATES SIGNED BY MANUFACTURER CERTIFYING MATERIALS COMPLY WITH SPECIFIED PERFORMANCE CHARACTERISTICS AND CRITERIA AND PHYSICAL REQUIREMENTS.

.4 SUBMIT OPERATION AND MAINTENANCE DATA FOR GLAZING FOR INCORPORATION INTO MANUAL.

PART 2: PRODUCTS

2.1 SAFETY GLASS: TO CAN/CGSB-12.1, TEMPERED, TRANSPARENT, 1/2" THICK MIN. EDGE TREATMENT TO SUIT APPLICATION.2.2 FIRE GLASS: FIRELITE®NT AS MANUFACTURED BY NIPPON ELECTRIC GLASS COMPANY, LTD. AND DISTRIBUTED BY TECHNICAL GLASS PRODUCTS, 45-MINUTE FIRE RATING MINIMUM, STANDARD FINISH2.3 ACCESSORIES: AS RECOMMENDED BY MANUFACTURER.

PART 3: EXECUTION

3.1 VERIFICATION OF CONDITIONS: .1 VERIFY CONDITIONS OF SUBSTRATES PREVIOUSLY INSTALLED UNDER OTHER SECTIONS OR CONTRACTS ARE ACCEPTABLE

FOR GLAZING INSTALLATION IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. .2 VERIFY THAT OPENINGS FOR GLAZING ARE CORRECTLY SIZED AND WITHIN TOLERANCE. .3 VERIFY THAT SURFACES OF GLAZING CHANNELS OR RECESSES ARE CLEAN, FREE OF OBSTRUCTIONS, AND READY TO

RECEIVE GLAZING..4 PROCEED WITH INSTALLATION ONLY AFTER UNACCEPTABLE CONDITIONS HAVE BEEN REMEDIED.

3.2 COMPLY WITH MANUFACTURER'S WRITTEN DATA, INCLUDING PRODUCT TECHNICAL BULLETINS, PRODUCT CATALOGUE INSTALLATION INSTRUCTIONS, PRODUCT CARTON INSTALLATION INSTRUCTIONS, AND DATA SHEETS. 3.3 PERFORM WORK IN ACCORDANCE WITH GANA GLAZING MANUAL AND GANA LAMINATED GLAZING REFERENCE MANUAL FOR GLAZING INSTALLATION METHODS. 3.4 CUT GLAZING TAPE TO LENGTH AND SET AGAINST PERMANENT STOPS, PROJECTING 1/16" ABOVE SIGHT LINE. 3.5 REST GLAZING ON SETTING BLOCKS AND PUSH AGAINST TAPE FOR FULL CONTACT AT PERIMETER OF LIGHT OR UNIT. 3.6 KNIFE TRIM PROTRUDING TAPE. 3.7 PROTECT INSTALLED PRODUCTS AND COMPONENTS FROM DAMAGE DURING CONSTRUCTION. 3.8 REPAIR DAMAGE TO ADJACENT MATERIALS CAUSED BY GLAZING INSTALLATION.





DRAWING SCALE:



DESIGNED BY:

DATE: DATE:

DATE:

DATE:



REVISIONS

NOTES


- -

-


1809 BARRINGTON ST.

H353541-A-000

3" = 1'-0"


SPECIFICATIONS

STAFF

1702

HJ

A-108

STAFF

A-108

HJ HJ

M. BROWN18/01/15

RESILIENT SHEET FLOORING:

PART 1: GENERAL

1.1 REFERENCES: AMERICAN SOCIETY FOR TESTING AND MATERIALS INTERNATIONAL (ASTM): ASTM F 1303-04

1.2 SUBMITTALS.1 SUBMIT DUPLICATE 12" X 12" SAMPLE PIECES OF SHEET MATERIAL AND 12" LONG NOSING AND TRANSITION STRIPS..2 PROVIDE MAINTENANCE DATA FOR RESILIENT FLOORING FOR INCORPORATION INTO MAINTENANCE MANUAL..3 PROVIDE 100 SF OF EXTRA MATERIALS OF OF EACH COLOUR, PATTERN AND TYPE OF RESILIENT SHEET FLOORING AND ADHESIVES. IDENTIFY

EACH ROLL OF SHEET FLOORING AND CONTAINER OF ADHESIVE. DELIVER TO ARCHITECT..4 TURN OVER LARGE SCRAP CUT PIECES OF EACH COLOUR, PATTERN AND TYPE TO ARCHITECT..5 STORE WHERE DIRECTED BY ARCHITECT.

PART 2: PRODUCTS

2.1 MATERIALS :.1 LINOLEUM SHEET FLOORING: SEE ROOM FINISH SCHEDULE LEGEND FOR PRODUCT SELECTION. TWO COLOURS TO BE SELECTED BY

ARCHITECT FROM FULL COLOUR RANGE AFTER CONTRACT AWARD..2 RESILIENT STAIR NOSING: RECESSED VINYL STAIR NOSING, PRODUCT #PVIRCNN-XX-B BY JOHNSONITE OR APPROVED EQUIVALENT. COLOURS

TO BE SELECTED BY ARCHITECT FROM FULL COLOUR RANGE..3 PRIMERS AND ADHESIVES: OF TYPES RECOMMENDED BY RESILIENT FLOORING MANUFACTURER FOR SPECIFIC MATERIAL ON APPLICABLE

SUBSTRATE. .4 SUB-FLOOR FILLER AND LEVELLER: WHITE PREMIX LATEX REQUIRING WATER ONLY TO PRODUCE CEMENTITIOUS PASTE 2 PART LATEX-TYPE

FILLER REQUIRING NO WATER AS RECOMMENDED BY FLOORING MANUFACTURER FOR USE WITH THEIR PRODUCT. .5 TRANSITION STRIPS: ALUMINUM EXTRUDED, SMOOTH, MILL FINISH POLISHED STAINLESS STEEL WITH LIP TO EXTEND UNDER FLOOR FINISH,

SHOULDER FLUSH WITH TOP OF ADJACENT FLOOR FINISH. .6 EXTERNAL CORNER PROTECTORS: STAINLESS STEEL, TYPE RECOMMENDED BY FLOORING MANUFACTURER. .7 EDGING TO FLOOR PENETRATIONS: STAINLESS STEEL ALUMINUM, TYPE RECOMMENDED BY FLOORING MANUFACTURER. .8 CUSTOM WOOD BASE: WOOD BASE TO MATCH EXISTING TRIM.

2.2 MANUFACTURER'S INSTRUCTIONS: COMPLY WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS OR SPECIFICATIONS, INCLUDING PRODUCT TECHNICAL BULLETINS, HANDLING, STORAGE AND INSTALLATION INSTRUCTIONS, AND DATASHEETS.

PART 3: EXECUTION

3.1 PREPARATION:.1 REMOVE EXISTING FLOORING. .2 REMOVE OR TREAT OLD ADHESIVES TO PREVENT RESIDUAL, OLD FLOORING ADHESIVES FROM BLEEDING THROUGH TO NEW FLOORING AND/OR

INTERFERING WITH THE BONDING OF NEW ADHESIVES. .3 CLEAN FLOOR AND APPLY FILLER; TROWEL AND FLOAT TO LEAVE SMOOTH, FLAT HARD SURFACE. PROHIBIT TRAFFIC UNTIL FILLER CURED AND

DRY. .4 REMOVE SUB-FLOOR RIDGES AND BUMPS. FILL LOW SPOTS, CRACKS, JOINTS, HOLES AND OTHER DEFECTS WITH SUB-FLOOR FILLER. .5 PREPARE SUBFLOOR TO RESILIENT FLOORING MANUFACTURER'S PRINTED INSTRUCTIONS.

3.2 APPLICATION: FLOORING.1 PROVIDE HIGH VENTILATION RATE, WITH MAXIMUM OUTSIDE AIR, DURING INSTALLATION, AND FOR 48 TOINSTALL METAL EDGE STRIPS AT

UNPROTECTED OR 72 HOURS AFTER INSTALLATION. IF POSSIBLE, VENT DIRECTLY TO OUTSIDE. DO NOT LET CONTAMINATED AIR RECIRCULATE THROUGH DISTRICT OR WHOLE BUILDING AIR DISTRIBUTION SYSTEM. MAINTAIN EXTRA VENTILATION FOR AT LEAST ONE MONTH FOLLOWING BUILDING OCCUPATION.

.2 APPLY ADHESIVE UNIFORMLY USING RECOMMENDED TROWEL. DO NOT SPREAD MORE ADHESIVE THAN CAN BE COVERED BY FLOORING BEFORE INITIAL SET TAKES PLACE.

.3 LAY FLOORING WITH SEAMS PARALLEL TO BUILDING LINES TO PRODUCE A MINIMUM NUMBER OF SEAMS. BORDER WIDTHS MINIMUM 1/3 WIDTH OF FULL MATERIAL.

.4 RUN SHEETS IN DIRECTION OF TRAFFIC. DOUBLE CUT SHEET JOINTS AND CONTINUOUSLY SEAL HEAT WELD ACCORDING TO MANUFACTURER'S PRINTED INSTRUCTIONS.

.5 HEAT WELD SEAMS OF LINOLEUM SHEET FLOORING IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS.

.6 AS INSTALLATION PROGRESSES, AND AFTER INSTALLATION ROLL FLOORING WITH 45 KG MINIMUM ROLLER TO ENSURE FULL ADHESION.

.7 CUT FLOORING AROUND FIXED OBJECTS.

.8 INSTALL FEATURE STRIPS AND FLOOR MARKINGS WHERE INDICATED. FIT JOINTS TIGHTLY.

.9 CONTINUE FLOORING OVER AREAS WHICH WILL BE UNDER BUILT-IN FURNITURE.

.10 CONTINUE FLOORING THROUGH AREAS TO RECEIVE MOVABLE TYPE PARTITIONS WITHOUT INTERRUPTING FLOOR PATTERN.

.11 TERMINATE FLOORING AT CENTRELINE OF DOOR IN OPENINGS WHERE ADJACENT FLOOR FINISH OR COLOUR IS DISSIMILAR.

.12 INSTALL METAL EDGE STRIPS AT UNPROTECTED OR EXPOSED EDGES WHERE FLOORING TERMINATES. 3.3 APPLICATION: RISERS: INSTALL STAIR NOSINGS ONE PIECE FOR FULL WIDTH OF STAIR WHEREVER POSSIBLE. NO PIECE TO BE LESS THAN 24" LONG. ADHERE OVER ENTIRE SURFACE AND FIT ACCURATELY. 3.4 CLEANING:

.1 REMOVE EXCESS ADHESIVE FROM FLOOR, BASE AND WALL SURFACES WITHOUT DAMAGE.

.2 CLEAN TO FLOORING MANUFACTURER'S PRINTED INSTRUCTIONS.

.3 PROHIBIT TRAFFIC ON FLOOR FOR 48 HOURS AFTER INSTALLATION.

.4 USE ONLY WATER-BASED COATING FOR LINOLEUM.

ARCHITECTURAL WOODWORK:

PART 1: GENERAL

1.1 REFERENCES: .1 AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI): ANSI/NPA A208.1-09, ANSI/NPA A208.2-09, ANSI/HPVA HP-1-04..2 ASTM INTERNATIONAL: ASTM E 1333-96(2002), ASTM D 2832-92(R2005), ASTM D 5116-06..3 ARCHITECTURAL WOODWORK MANUFACTURERS ASSOCIATION OF CANADA (AWMAC) AND ARCHITECTURAL WOODWORK INSTITUTE (AWI):

ARCHITECTURAL WOODWORK QUALITY STANDARDS ILLUSTRATED, 8TH EDITION, VERSION 1.0 (2009). .4 CANADIAN GENERAL STANDARDS BOARD (CGSB): CAN/CGSB-71.20-M88..5 CSA INTERNATIONAL: CSA B111-74(R2003), CSA O112.4 SERIES-M1977(R2006), CSA O121-08, CSA O141-05, CSA O151-09, CSA O153-M1980(R2008)..6 FOREST STEWARDSHIP COUNCIL (FSC): FSC-STD-01-001-2004, FSC-STD-20-002-2004..7 GREEN SEAL ENVIRONMENTAL STANDARDS (GS): GS-11-2008, GS-36-00..8 HEALTH CANADA / WORKPLACE HAZARDOUS MATERIALS INFORMATION SYSTEM (WHMIS): MATERIAL SAFETY DATA SHEETS (MSDS). .9 INTERNATIONAL ORGANIZATION FOR STANDARDIZATION (ISO): ISO 14040-2006, ISO 14041-98, .10 NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA): ANSI/NEMA LD-3-05..11 NATIONAL LUMBER GRADES AUTHORITY (NLGA): STANDARD GRADING RULES FOR CANADIAN LUMBER 2003(R2007).

1.2 SUBMITTALS.1 SUBMIT MANUFACTURER'S INSTRUCTIONS, PRINTED PRODUCT LITERATURE AND DATA SHEETS FOR ARCHITECTURAL WOODWORK AND INCLUDE

PRODUCT CHARACTERISTICS, PERFORMANCE CRITERIA, PHYSICAL SIZE, FINISH AND LIMITATIONS. .2 SHOP DRAWINGS:

.1 SUBMIT DRAWINGS INDICATING DETAILS OF CONSTRUCTION, PROFILES, JOINTING, FASTENING AND OTHER RELATED DETAILS. SCALES: PROFILES FULL SIZE, DETAILS HALF SIZE. .2 INDICATE MATERIALS, THICKNESSES, FINISHES AND HARDWARE. .3 INDICATE LOCATIONS OF SERVICE OUTLETS IN CASEWORK, TYPICAL AND SPECIAL INSTALLATION CONDITIONS, AND CONNECTIONS,

ATTACHMENTS, ANCHORAGE AND LOCATION OF EXPOSED FASTENINGS..3 SUBMIT DUPLICATE SAMPLES: SAMPLE SIZE 12" X 12" OR SAMPLE SIZE X 12" LONG. .4 SUBMIT DUPLICATE SAMPLES OF LAMINATED PLASTIC FOR COLOUR SELECTION. .5 SUBMIT DUPLICATE SAMPLES OF LAMINATED PLASTIC JOINTS, EDGING, CUTOUTS AND POSTFORMED PROFILES.

1.3 CERTIFICATIONS: SUBMIT CERTIFICATES SIGNED BY MANUFACTURER CERTIFYING THAT MATERIALS COMPLY WITH SPECIFIED PERFORMANCE CHARACTERISTICS AND PHYSICAL PROPERTIES.

PART 2: PRODUCTS

2.1 CASEWORK (INCLUDING CASE BODIES, BACKS, FRONTS, SHELVING, DRAWERS AND DOORS: BIRCH PLYWOOD: 3/4" THICK, TO AWMAC CUSTOM GRADE, FSC CERTIFIED, PLYWOOD RESIN TO CONTAIN NO ADDED UREA-FORMALDEHYDE.2.2 COUNTERTOPS:

.1 FINISH: FORMICA® BRAND LAMINATE OR APPROVED EQUIVALENT. COLOUR TO BE DETERMINED BY ARCHITECT FROM FULL COLOUR RANGE.

.2 SUBSTRATE: AS RECOMMENDED BY PLASTIC LAMINATE MANUFACTURER.2.3 ACCESSORIES: TO SUIT APPLICATION2.4 HARDWARE:

.1 HINGES: CONCEALED, TYPE TO SUIT APPLICATION, STAINLESS STEEL FINISH

.2 DOOR & DRAWER PULLS: "TRADITIONAL BRASS CUP PULL - 3038" BY RICHELIEU OR APPROVED EQUIVALENT, FINISH TO BE DETERMINED BY ARCHITECT FROM FULL RANGE.

.3 CATCHES: MAGNETIC, TYPE TO SUIT APPLICATION

.4 SHELF RESTS AND STANDARDS: SHELF REST INSTALLED IN HOLES DRILLED, TYPE TO SUIT APPLICATION

.5 DRAWER SLIDES: BOTTOME EDGE MOUNTED, TYPE TO SUIT APPLICATION

.6 CABINET LOCKS: HALF-MORTISED, TYPE TO SUITE APPLICATION, FINISH TO MATCH DOOR & DRAWER PULLS

PART 3: EXECUTION

3.1 DO ARCHITECTURAL WOODWORK TO QUALITY STANDARDS OF AWMAC. 3.2 INSTALL PREFINISHED MILLWORK AT LOCATIONS SHOWN ON DRAWINGS. POSITION ACCURATELY, LEVEL, PLUMB STRAIGHT. 3.3 FASTEN AND ANCHOR MILLWORK SECURELY. SUPPLY AND INSTALL HEAVY DUTY FIXTURE ATTACHMENTS FOR WALL MOUNTED CABINETS. 3.4 USE DRAW BOLTS IN COUNTERTOP JOINTS. 3.5 SCRIBE AND CUT AS REQUIRED TO FIT ABUTTING WALLS AND TO FIT PROPERLY INTO RECESSES AND TO ACCOMMODATE PIPING, COLUMNS, FIXTURES, OUTLETS OR OTHER PROJECTING, INTERSECTING OR PENETRATING OBJECTS. 3.6 AT JUNCTION OF PLASTIC LAMINATE COUNTER AND ADJACENT WALL FINISH, APPLY SMALL BEAD OF SEALANT.3.7 FIT HARDWARE ACCURATELY AND SECURELY IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 3.8 APPLY LAMINATED PLASTIC TO UNITS AS INDICATED.

.1 ADHERE LAMINATED PLASTIC OVER ENTIRE SURFACE.

.2 MAKE CORNERS WITH HAIRLINE JOINTS.

.3 USE FULL SIZED LAMINATE SHEETS.

.4 MAKE JOINTS ONLY WHERE INDICATED BY ARCHITECT. 3.9 FOR SITE APPLICATION, OFFSET JOINTS IN PLASTIC LAMINATE FACING FROM JOINTS IN CORE. 3.10 CLEAN MILLWORK AND CABINET WORK INSIDE CUPBOARDS AND DRAWERS AND OUTSIDE SURFACES. REMOVE EXCESS GLUE FROM SURFACES. 3.11 PROTECT MILLWORK AND CABINET WORK FROM DAMAGE UNTIL FINAL INSPECTION. 3.12 PROTECT INSTALLED PRODUCTS AND COMPONENTS FROM DAMAGE DURING CONSTRUCTION. 3.13 REPAIR DAMAGE TO ADJACENT MATERIALS CAUSED BY ARCHITECTURAL WOODWORK INSTALLATION.

INTERIOR PAINTING:

PART 1: GENERAL

1.1 REFERENCES: .1 DEPARTMENT OF JUSTICE CANADA (JUS): CANADIAN ENVIRONMENTAL PROTECTION ACT (CEPA), 1999, C. 33 .2 ENVIRONMENTAL PROTECTION AGENCY (EPA): EPA TEST METHOD FOR MEASURING TOTAL VOLATILE ORGANIC COMPOUND CONTENT OF CONSUMER PRODUCTS, METHOD 24 - 1995, (FOR

SURFACE COATINGS). .3 HEALTH CANADA / WORKPLACE HAZARDOUS MATERIALS INFORMATION SYSTEM (WHMIS): MATERIAL SAFETY DATA SHEETS (MSDS). .4 MASTER PAINTERS INSTITUTE (MPI):MPI ARCHITECTURAL PAINTING SPECIFICATIONS MANUAL, 2004. .5 NATIONAL FIRE CODE OF CANADA - 1995

1.2 QUALITY ASSURANCE:.1 PROVIDE 12" X 12" MOCK-UP. PREPARE AND PAINT DESIGNATED SURFACE, AREA, ROOM OR ITEM (IN EACH COLOUR SCHEME) TO SPECIFIED REQUIREMENTS, WITH SPECIFIED PAINT OR

COATING SHOWING SELECTED COLOURS, GLOSS/SHEEN, TEXTURES..2 MOCK-UP WILL BE USED: TO JUDGE WORKMANSHIP, SUBSTRATE PREPARATION, OPERATION OF EQUIPMENT AND MATERIAL APPLICATION AND WORKMANSHIP TO MPI ARCHITECTURAL

PAINTING SPECIFICATION MANUAL STANDARDS. .3 LOCATE WHERE DIRECTED WHERE INDICATED BY ARCHITECT..4 ALLOW 24 HOURS FOR INSPECTION OF MOCK-UP BEFORE PROCEEDING WITH WORK. .5 WHEN ACCEPTED, MOCK-UP WILL DEMONSTRATE MINIMUM STANDARD OF QUALITY REQUIRED FOR THIS WORK. APPROVED MOCK-UP MAY NOT REMAIN AS PART OF FINISHED WORK.

1.3 SUBMITTALS:.1 SUBMIT PRODUCT DATA AND INSTRUCTIONS FOR EACH PAINT AND COATING PRODUCT TO BE USED. .2 SUBMIT PRODUCT DATA FOR THE USE AND APPLICATION OF PAINT THINNER. .3 SUBMIT TWO COPIES OF WORKPLACE HAZARDOUS MATERIALS INFORMATION SYSTEM (WHMIS) MATERIAL SAFETY DATA SHEETS (MSDS)..4 SUBMIT MAINTENANCE DATA FOR INCORPORATION INTO MANUAL..5 PROVIDE ONE FOUR LITRE CAN OF EACH TYPE AND COLOUR OF PRIMER, STAIN AND FINISH COATING. IDENTIFY COLOUR AND PAINT TYPE IN RELATION TO ESTABLISHED COLOUR SCHEDULE

AND FINISH SYSTEM.1.2 SAMPLES:

.1 SUBMIT FULL RANGE COLOUR SAMPLE CHIPS TO INDICATE WHERE COLOUR AVAILABILITY IS RESTRICTED.

.2 SUBMIT DUPLICATE 8" X 12" SAMPLE PANELS OF EACH PAINT STAIN CLEAR COATING SPECIAL FINISH WITH SPECIFIED PAINT OR COATING IN COLOURS, GLOSS/SHEEN AND TEXTURES REQUIRED TO MPI ARCHITECTURAL PAINTING SPECIFICATION MANUAL STANDARDS SUBMITTED ON FOLLOWING SUBSTRATE MATERIALS:

.1 1/8" PLATE STEEL FOR FINISHES OVER METAL SURFACES.

.2 1/2" BIRCH PLYWOOD FOR FINISHES OVER WOOD SURFACES.

.4 1/2" GYPSUM BOARD FOR FINISHES OVER GYPSUM BOARD AND OTHER SMOOTH SURFACES.

.3 RETAIN REVIEWED SAMPLES ON-SITE TO DEMONSTRATE ACCEPTABLE STANDARD OF QUALITY FOR APPROPRIATE ON- SITE SURFACE.1.3 TEST REPORTS: SUBMIT CERTIFIED TEST REPORTS FOR PAINT FROM APPROVED INDEPENDENT TESTING LABORATORIES, INDICATING COMPLIANCE WITH SPECIFICATIONS FOR SPECIFIED PERFORMANCE CHARACTERISTICS AND PHYSICAL PROPERTIES.

PART 2: PRODUCTS

2.1 INTERIOR ACRYLIC LATEX PAINT: "MANOR HALL" BY PPG PAINTS OR APPROVED EQUIVALENT. 2.2 SEMI-TRANSPARENT STAIN: MINWAX WATERBASED WOOD STAIN OR APPROVED EQUIVALENT.2.3 INTUMESCENT PAINT: SPEEDHIDE® INTERIOR FIRE RETARDANT FLAT LATEX BY PPG PAINTS OR APPROVED EQUIVALENT. APPLIED TO ACHIEVE MINIMUM 45 MINUTE FIRE-RATING.2.4 COLOURS: COLOUR SCHEDULE WILL BE BASED UPON SELECTION OF FIVE BASE COLOURS AND THREE ACCENT COLOURS. NO MORE THAN EIGHT COLOURS WILL BE SELECTED FOR ENTIRE PROJECT AND NO MORE THAN THREE COLOURS WILL BE SELECTED IN EACH AREA. SELECTION OF COLOURS FORM MANUFACTURERS FULL RANGE OF COLOURS.2.5 PERFORM COLOUR TINTING OPERATIONS PRIOR TO DELIVER OF PAINT TO SITE. MIX AND THINK IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. RE-MIX PAINT IN CONTAINERS PRIOR TO AND DURING APPLICATION TO ENSURE BREAK-UP OF LUMPS, COMPLETE DISPERSION OF SETTLED PIGMENT, AND COLOUR AND GLOSS UNIFORMITY.2.6 PAINT GLOSS IS DEFINED AS SHEEN RATING OF APPLIED PAINT IN ACCORDANCE WITH THE FOLLOWING VALUES:

GLOSS @ 60 SHEEN @ 85 DEGREES DEGREES GLOSS LEVEL 1 MAX. 5 MAX. 10 - MATTE FINISH (FLAT) GLOSS LEVEL 2 MAX.10 10 TO 35 - VELVET-LIKE FINISH GLOSS LEVEL 3 10 TO 25 10 TO 35 - EGGSHELL FINISH GLOSS LEVEL 4 20 TO 35 MIN. 35 - SATIN-LIKE FINISH GLOSS LEVEL 5 35 TO 70 - TRADITIONAL SEMI-GLOSS FINISH GLOSS LEVEL 6 70 TO 85 - TRADITIONAL GLOSS GLOSS LEVEL 7 MORE THAN 85 - HIGH GLOSS FINISH2.7 INTERIOR PAINTING SYSTEMS:

.1 STRUCTURAL STEEL (COLUMNS AND EXPOSED BEAMS): INTUMESCENT PAINT TO ACHIEVE MINIMUM 45 MINUTE FIRE-RATING, SEMI-GLOSS FINISH.

.2 METAL DOOR FRAMES: INTERIOR ACRYLIC LATEX PAINT, SEMI-GLOSS FINISH.

.3 WOOD FRAMES, CASINGS, TRIMS, MOULDINGS AND BASEBOARD: INTERIOR ACRYLIC LATEX PAINT, SEMI-GLOSS FINISH.

.4 CASEWORK: SEMI-TRANSPARENT STAIN, GLOSS FINISH

.5 WOOD DOORS: SEMI-TRANSPARENT STAIN, GLOSS FINISH

.6 METAL DOORS: INTERIOR ACRYLIC LATEX PAINT, GLOSS FINISH

.7 GYPSUM BOARD (HORIZONTAL AND VERTICAL SURFACES): INTERIOR ACRYLIC LATEX PAINT, SATIN FINISH.

.8 WOOD RISERS (BAND ROOM): INTERIOR ACRYLIC LATEX PAINT, GLOSS FINISH.

PART 3: EXECUTION

3.1 COMPLIANCE: COMPLY WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS OR SPECIFICATIONS, INCLUDING PRODUCT TECHNICAL BULLETINS, HANDLING, STORAGE AND INSTALLATION INSTRUCTIONS, AND DATA SHEET. 3.2 PERFORM PREPARATION AND OPERATIONS FOR INTERIOR PAINTING IN ACCORDANCE WITH MPI ARCHITECTURAL PAINTING SPECIFICATIONS MANUAL EXCEPT WHERE SPECIFIED OTHERWISE. 3.3 APPLY PAINT MATERIALS IN ACCORDANCE WITH PAINT MANUFACTURER'S WRITTEN APPLICATION INSTRUCTIONS.3.4 INVESTIGATE EXISTING SUBSTRATES FOR PROBLEMS RELATED TO PROPER AND COMPLETE PREPARATION OF SURFACES TO BE PAINTED. REPORT TO ARCHITECT DAMAGES, DEFECTS, UNSATISFACTORY OR UNFAVOURABLE CONDITIONS BEFORE PROCEEDING WITH WORK. 3.5 PREPARATION:

.1 PROTECTION: .1 PROTECT EXISTING BUILDING SURFACES AND ADJACENT STRUCTURES FROM PAINT SPATTERS, MARKINGS AND OTHER DAMAGE BY SUITABLE NON-STAINING COVERS OR MASKING. IF

DAMAGED, CLEAN AND RESTORE SURFACES AS DIRECTED BY ARCHITECT. .2 PROTECT ITEMS THAT ARE PERMANENTLY ATTACHED SUCH AS FIRE LABELS ON DOORS AND FRAMES. .3 PROTECT FACTORY FINISHED PRODUCTS AND EQUIPMENT. .4 PROTECT PASSING PEDESTRIANS, BUILDING OCCUPANTS AND GENERAL PUBLIC IN AND ABOUT THE BUILDING.

.2 SURFACE PREPARATION: .1 REMOVE ELECTRICAL COVER PLATES, LIGHT FIXTURES, SURFACE HARDWARE ON DOORS, BATH ACCESSORIES AND OTHER SURFACE MOUNTED EQUIPMENT, FITTINGS AND FASTENINGS

PRIOR TO UNDERTAKING PAINTING OPERATIONS. IDENTIFY AND STORE ITEMS IN SECURE LOCATION AND RE-INSTALLED AFTER PAINTING IS COMPLETED. .2 MOVE AND COVER FURNITURE AND PORTABLE EQUIPMENT AS NECESSARY TO CARRY OUT PAINTING OPERATIONS. REPLACE AS PAINTING OPERATIONS PROGRESS. .3 PLACE "WET PAINT" SIGNS IN OCCUPIED AREAS AS PAINTING OPERATIONS PROGRESS.

.3 CLEAN AND PREPARE SURFACES IN ACCORDANCE WITH MPI ARCHITECTURAL PAINTING SPECIFICATION MANUAL REQUIREMENTS.

.4 PREVENT CONTAMINATION OF CLEANED SURFACES BY SALTS, ACIDS, ALKALIS, OTHER CORROSIVE CHEMICALS, GREASE, OIL AND SOLVENTS BEFORE PRIME COAT IS APPLIED AND BETWEEN APPLICATIONS OF REMAINING COATS. APPLY PRIMER, PAINT, OR PRETREATMENT AS SOON AS POSSIBLE AFTER CLEANING AND BEFORE DETERIORATION OCCURS.

.5 WHERE POSSIBLE, PRIME NON-EXPOSED SURFACES OF NEW WOOD SURFACES BEFORE INSTALLATION. USE SAME PRIMERS AS SPECIFIED FOR EXPOSED SURFACES. .1 APPLY VINYL SEALER TO MPI #36 OVER KNOTS, PITCH, SAP AND RESINOUS AREAS. .2 APPLY WOOD FILLER TO NAIL HOLES AND CRACKS. .3 TINT FILLER TO MATCH STAINS FOR STAINED WOODWORK. SAND AND DUST BETWEEN COATS AS REQUIRED TO PROVIDE ADEQUATE ADHESION FOR NEXT COAT AND TO REMOVE DEFECTS

VISIBLE FROM A DISTANCE UP TO 1000 MM. .6 CLEAN METAL SURFACES TO BE PAINTED BY REMOVING RUST, LOOSE MILL SCALE, WELDING SLAG, DIRT, OIL, GREASE AND OTHER FOREIGN SUBSTANCES IN ACCORDANCE WITH MPI

REQUIREMENTS. REMOVE TRACES OF BLAST PRODUCTS FROM SURFACES, POCKETS AND CORNERS TO BE PAINTED BY BRUSHING WITH CLEAN BRUSHES BLOWING WITH CLEAN DRY COMPRESSED AIR OR VACUUM CLEANING.

.7 TOUCH UP OF SHOP PRIMERS WITH PRIMER AS SPECIFIED. 3.6 CONFORM TO MANUFACTURER'S APPLICATION INSTRUCTIONS UNLESS SPECIFIED OTHERWISE. 3.7 APPLICATION:

.1 BRUSH AND ROLLER APPLICATION: .1 APPLY PAINT IN UNIFORM LAYER USING BRUSH AND/OR ROLLER TYPE SUITABLE FOR APPLICATION. .2 WORK PAINT INTO CRACKS, CREVICES AND CORNERS. .3 PAINT SURFACES AND CORNERS NOT ACCESSIBLE TO BRUSH USING SPRAY, DAUBERS AND/OR SHEEPSKINS. PAINT SURFACES AND CORNERS NOT ACCESSIBLE TO ROLLER USING BRUSH,

DAUBERS OR SHEEPSKINS. .4 BRUSH AND/OR ROLL OUT RUNS AND SAGS, AND OVER-LAP MARKS. ROLLED SURFACES FREE OF ROLLER TRACKING AND HEAVY STIPPLE. .5 REMOVE RUNS, SAGS AND BRUSH MARKS FROM FINISHED WORK AND REPAINT.

.2 APPLY COATS OF PAINT CONTINUOUS FILM OF UNIFORM THICKNESS. REPAINT THIN SPOTS OR BARE AREAS BEFORE NEXT COAT OF PAINT IS APPLIED.

.3 ALLOW SURFACES TO DRY AND PROPERLY CURE AFTER CLEANING AND BETWEEN SUBSEQUENT COATS FOR MINIMUM TIME PERIOD AS RECOMMENDED BY MANUFACTURER.

.4 SAND AND DUST BETWEEN COATS TO REMOVE VISIBLE DEFECTS.

.5 FINISH SURFACES BOTH ABOVE AND BELOW SIGHT LINES AS SPECIFIED FOR SURROUNDING SURFACES, INCLUDING SUCH SURFACES AS TOPS OF INTERIOR CUPBOARDS AND CABINETS AND PROJECTING LEDGES.

.6 FINISH INSIDE OF CUPBOARDS AND CABINETS AS SPECIFIED FOR OUTSIDE SURFACES.

.7 FINISH CLOSETS AND ALCOVES AS SPECIFIED FOR ADJOINING ROOMS.

.8 FINISH TOP, BOTTOM, EDGES AND CUTOUTS OF DOORS AFTER FITTING AS SPECIFIED FOR DOOR SURFACES.

.9 PAINT FINISHED AREA EXPOSED CONDUITS, PIPING, HANGERS, DUCTWORK AND OTHER MECHANICAL AND ELECTRICAL EQUIPMENT WITH COLOUR AND FINISH TO MATCH ADJACENT SURFACES, EXCEPT AS INDICATED.

.10 BOILER ROOM, MECHANICAL AND ELECTRICAL ROOMS: PAINT EXPOSED CONDUITS, PIPING, HANGERS, DUCTWORK AND OTHER MECHANICAL AND ELECTRICAL EQUIPMENT.

.11 OTHER UNFINISHED AREAS: LEAVE EXPOSED CONDUITS, PIPING, HANGERS, DUCTWORK AND OTHER MECHANICAL AND ELECTRICAL EQUIPMENT IN ORIGINAL FINISH AND TOUCH UP SCRATCHES AND MARKS.

.12 TOUCH UP SCRATCHES AND MARKS ON FACTORY PAINTED FINISHES AND EQUIPMENT WITH PAINT AS SUPPLIED BY MANUFACTURER OF EQUIPMENT.

.13 DO NOT PAINT OVER NAMEPLATES.

.14 KEEP SPRINKLER HEADS FREE OF PAINT.

.15 PAINT INSIDE OF DUCTWORK WHERE VISIBLE BEHIND GRILLES, REGISTERS AND DIFFUSERS WITH PRIMER AND ONE COAT OF MATT BLACK PAINT.

.16 PAINT FIRE PROTECTION PIPING RED.

.17 PAINT DISCONNECT SWITCHES FOR FIRE ALARM SYSTEM AND EXIT LIGHT SYSTEMS IN RED ENAMEL.

.18 DO NOT PAINT INTERIOR TRANSFORMERS AND SUBSTATION EQUIPMENT. 3.8 FIELD QUALITY CONTROL:

.1 WALLS: NO DEFECTS VISIBLE FROM A DISTANCE OF 1000 MM AT 90 DEGREES TO SURFACE.

.2 CEILINGS: NO DEFECTS VISIBLE FROM FLOOR AT 45 DEGREES TO SURFACE WHEN VIEWED USING FINAL LIGHTING SOURCE.

.3 FINAL COAT TO EXHIBIT UNIFORMITY OF COLOUR AND UNIFORMITY OF SHEEN ACROSS FULL SURFACE AREA.

.4 WHERE "SPECIAL" PAINTING, COATING OR DECORATING SYSTEM APPLICATIONS (I.E. INTUMESCENT PAINT) OR NON-MPI LISTED PRODUCTS OR SYSTEMS ARE TO BE USED, PAINT OR COATING MANUFACTURER SHALL PROVIDE AS PART OF THIS WORK, CERTIFICATION OF SURFACES AND CONDITIONS FOR SPECIFIC PAINT OR COATING SYSTEM APPLICATION AS WELL AS ON SITE SUPERVISION, INSPECTION AND APPROVAL OF THEIR PAINT OR COATING SYSTEM APPLICATION AS REQUIRED AT NO ADDITIONAL COST TO DEPARTMENTAL REPRESENTATIVE DCC REPRESENTATIVE CONSULTANT.3.9 RESTORATION:

.1 CLEAN AND RE-INSTALL HARDWARE ITEMS REMOVED BEFORE UNDERTAKEN PAINTING OPERATIONS.

.2 REMOVE PROTECTIVE COVERINGS AND WARNING SIGNS AS SOON AS PRACTICAL AFTER OPERATIONS CEASE.

.3 REMOVE PAINT SPLASHINGS ON EXPOSED SURFACES THAT WERE NOT PAINTED. REMOVE SMEARS AND SPATTER IMMEDIATELY AS OPERATIONS PROGRESS, USING COMPATIBLE SOLVENT.

.4 PROTECT FRESHLY COMPLETED SURFACES FROM PAINT DROPPINGS AND DUST TO APPROVAL OF ARCHITECT. AVOID SCUFFING NEWLY APPLIED PAINT.

.5 RESTORE AREAS USED FOR STORAGE, CLEANING, MIXING AND HANDLING OF PAINT TO CLEAN CONDITION AS APPROVED BY ARCHITECT.





DRAWING SCALE:



DESIGNED BY:

DATE: DATE:

DATE:

DATE:



REVISIONS

NOTES


- -

-


1809 BARRINGTON ST.

H353541-A-000

3" = 1'-0"


SPECIFICATIONS CONT.

STAFF

1702

HJ

A-109

STAFF

A-109

HJ HJ

M. BROWN18/01/15


UP

QUIET ROOM

1

STACKS &

READING

2

JANITOR

6

PROGRAM

8

FOOD BANK

7

PROGRAM

9

FAM./B.F. WR.

10

WR.

13

WR.

14

STORAGE

11

OFFICE

3

BOILER ROOM

5

STORAGE

4

COMMON

15

12

1" EXT

2" EXT

4" EXT

3" EXT

3/4" EXT

3/4" EXT

3/4" EXT

3/4" EXT

4"

3/4"

1"

3/4"

5

114

3

2

6

8

9

L-1

WC-1

WC-1

WC-1

L-2L-2

SS-2

SS-1

MSB-1

SS-3

FAM./B.F. WR.

10

WR.

13

WR.

14

STORAGE

11

WHAWHA

WHA

WHA

WHA

L-1

WC-2

WC-1

WC-1

L-2L-2

SS-2

SS-1

1"

3/4"

3/4"

1/2"

1/2"

1/2"

1"

1/2"

CO

CO

4"

4"

4"

4"

4"

4"

10

10

1/2"

1"

1"

JANITOR

6

FOOD BANK

7

BOILER ROOM

5

STORAGE

4

CO

FFD

TP-1

SS-3

MSB-1

3/4" EXT

1 1/4" EXT

2" EXT

3" EXT

3" EXT

3"

1/2"

1/2"

11/2"

13

1

12

88

1/2" EXT

3/4" EXT

3" EXT

BFP-1

DRAWING SCALE:



DESIGNED BY:

DATE: DATE:

DATE:

DATE:



REVISIONS

NOTES

THE ACADEMY PROJECT

LIBRARY RENOVATIONS

MECHANICAL

BASEMENT PLUMBING FLOOR PLANS, DETAILS &

LEGEND

H353541-M-001 M-001 B

M. BROWN

17/10/13 17/10/13 18/01/04

18/01/05

H353541


A ISSUED FOR 99% REVIEW MB AS 17/12/19

R. POIRIER A. SRIVASTAVA

M. BROWN

B ISSUED FOR TENDER MB AS 18/01/17

1809 BARRINGTON ST.

BASEMENT PLAN - PLUMBING

SCALE: 1/8"=1'-0"

1

M-001

PLUMBING LEGEND

DOMESTIC COLD WATER PIPING

DOMESTIC HOT WATER PIPING

DOMESTIC HOT WATER RECIRC.

SANITARY PIPING BELOW GROUND

EXISTING DOMESTIC COLD WATER PIPING

EXISTING DOMESTIC HOT WATER PIPING

EXSITING DOMESTIC HOT WATER RECIRC.

EXISTING SANITARY PIPING BELOW GROUND

TRAP PRIMER PIPING

"EXT"PIPE SIZE SUFFIX, INDICATES EXISTING PIPE

CLEAN OUT IN FLOOR

PRESSURE REGULATING VALVE

CHECK VALVE

BALL VALVE

UNION

TRAP PRIMER PASSIVE UNIT

WATER HAMMER ARRESTER

BACKFLOW PREVENTER

FUNNEL FLOOR DRAIN

RECIRCULATION PUMP

FFD

CO

BFP

TP

WHA

1 CONNECT NEW 3" SANITARY TO EXISTING U/S SANITARY.

TRENCH FLOOR AS NECESSARY. REPAIR/PATCH FLOOR.

CONNECT NEW 4" SANITARY TO EXISTING U/S SANITARY.

TRENCH FLOOR AS NECESSARY. REPAIR/PATCH FLOOR.

EXISTING 4" SANITARY STACK FROM GYM LEVEL ABOVE.

REMOVE ALL EXISTING BASEMENT PLUMBING FIXTURES

AND CAP SANITARY STUBS BELOW SLAB. REPAIR/PATCH

SLAB.

CONNECT NEW COLD WATER PIPING TO EXISTING PIPING IN

CEILING SPACE.

CONNECT NEW HOT WATER PIPING TO EXISTING IN CEILING

SPACE.

CAP EXISTING PIPING IN CEILING SPACE .

CONNECT NEW RE-CIRCULATION HOT WATER PIPING TO

EXISTING IN CEILING SPACE.

EXISTING WATER PIPING TO KITCHEN TO REMAIN.

HOT / COLD WATER PIPING DOWN IN WALL. CONNECT TO

BACK TO BACK SINKS.

REMOVE EXISTING WATER PIPING THAT SERVED

DEMOLISHED BASEMENT FIXTURES, CAP AT HOT / COLD

MAINS IN CEILING.

EXISTING HOT / COLD WATER PIPING RUN TO NEW MSB1 &

SS-3 FIXTURES.

NEW PASSIVE TYPE TRAP PRIMER INSTALLED ABOVE MSB1.

CONNECT TO COLD WATER SUPPLY RUN NEW 1/2" COPPER

TP LINE TO FFD IN BOILER ROOM.

4

6

7

8

10

WASHROOM ENLARGEMENT

SCALE: 1/4"=1'-0"

2

M-001

BASEMENT PLAN - PLUMBING

SCALE: 1/4"=1'-0"

3

M-001

3

M-001

2

M-001

GENERAL NOTE:

CONTRACTOR TO INSTALL ALL VENT PIPING IN

ACCORDANCE WITH THE N.P.C. CONTRACTOR TO RE-USE

EXISTING VENT PIPING IN EXISTING WASHROOM AREA

WHERE POSSIBLE.

FOR CONTINUATION

REFER TO FLOOR

PLAN

TRAP PRIMING VALVE

(C/W VACUUM BREAKER PORTS)

DISTRIBUTION UNIT (AS REQUIRED)

UNION CONNECTIONS

SERVICE VALVE

TRAP PRIMER DETAIL

SCALE: NTS

4

M-001

GENERAL NOTE:

PLUMBING CONTRACTOR SHALL COORDINATE

INSTALLATIONS WITH OTHER TRADES TO PREVENT

CONFLICTS IN CEILING SPACE.

GENERAL NOTE:

ALL PIPE PENETRATIONS THROUGH FIRE SEPARATIONS

SHALL BE FIRE-STOPPED.

GENERAL NOTE:

CONTRACTOR SHALL PROVIDE ACCESS DOORS IN

DRYWALL CEILING TO ACCESS PLUMBING COMPONENTS

INSTALLED IN CEILING SPACE

AS INDICATED

TRAP PRIMER SCHEDULE (TP)

TAG MANUFACTURER/MODEL TYPE TP DEVICE LOCATION

ELECTRICS

REMARKS

VOLTS PHASE HERTZ

TP-1

(W) / A200

PASSIVE JANITOR ROOM 6 - - -

PLUMBING FIXTURE SCHEDULE

TAG MANUFACTURER/MODEL

TRIM SERVICES

REMARKS

SUPPLIES TRAP FAUCET DCW

DHW DTW VENT DRAIN

WC-1

FLOOR MOUNT WATER CLOSET

(AS) / 215AA.104.020

(M)

LFH172BV

- - 1/2" - - 2" 4"

TOILET SEAT: (C) / 820STS.001

L-1

WALL HUNG LAVATORY (BF)

(AS) / 0955.001EC / 0059.020 EC

(M)

LFH170BVRB

(M)

8872C

(AS)

7075.100.002

1/2" 1/2" 1/2" 1-1/4" 1-1/4"

P-TRAP SHROUD: (AS) / 0059.020EC.020

MIXING VALVE: (L) / TMM-1070

WALL CARRIER: (AS) / WCA-411-CA-481

L-2

WALL HUNG LAVATORY

(AS) / 9960.001.020

(M)

LFH170BVRB

(M)

8872C

(AS)

7075.100.002

1/2" 1/2" 1/2" 1-1/4" 1-1/4"


WALL CARRIER: (AS) / WCA-411-CA-481

MSB-1

MOP SERVICE BASIN

(FT) / MSB2424100

- FIELD BUILT

(AS)

8344.012.002

1/2" 1/2" - 2" 3"

BUMPER GUARD: (FT) / E88AA24000

HOSE AND WALL HOOK: (FT) / 832AA000

BACK SPLASH: (FT) / MSG2424000

SS-1

S.S. COUNTERTOP SINK

(FR) / SL2424-1/2

(M)

LFH170BV

(M)

8912CB

(AS)

7293.152.002

1/2" 1/2" 1/2" 1-1/4" 1-1/2"


SS-2


(K) / QSL2020/8/1

(M)

LFH170BV

(M)

8912CB

(AS)

4175.300.002

1/2" 1/2" 1/2" 1-1/4" 1-1/2"


SS-3


(K) / QSLF2020/12/1

(M)

LFH170BV

(M)

8912CB

(AS)

4175.300.002

1/2" 1/2" 1/2" 1-1/4" 1-1/2"


FFD

FUNNEL FLOOR DRAIN

(Z) / ZN415B-IC-P-OF

- - - 1/2" - - - 3"

FUNNEL: (Z) / Z329-7

5

3

2

9

11

12

13

BACK FLOW PREVENTER SCHEDULE (BFP)

TAG MANUFACTURER/MODEL LOCATION POINT OF USE

BFP

SERVICE

HAZARD

SIZE (mm)

BFP-1

(W) / LF800M4QT

JANITOR ROOM 6 BOILER ROOM 5 PVB SEVERE 1/2"

LEGEND:

(W) WATTS (C) CENTICO (FR) FRANKE

(BF) BARRIER FREE (M) MCGUIRE

(L) LAWLER (FT) FIAT

(W) WATTS (K) KINDRED

18.01.17

Fre

eze

rF

re

eze

rF

re

eze

rF

rd

g.

Frd

g.

Frdg.


UP

TYPE B - 21'-6"

12.9 mbh

TYPE B - 16'-0"

8.2 mbh

TYPE B - 16'-0"

8.2 mbh

HWR

TYPE B - 36'-0"

21.8 mbh

TYPE C - 19'-0"

8.8 mbh

TYPE B - 22'-0"

12.9 mbh

TYPE C - 30'

38.9 mbh

TYPE B - 28'-0"

15.8 mbh

1 1/4" EXT2" EXT

2 1/2" EXT

3/4"

HWR

1"

S1

S1

1 1/4"

1 1/4"

3/4"

S1

S1

S1

S1

S1

1"

TYPE A - 22'-6"

10.4 mbh

HW

RH

WR

HW

R

HWSHWSHWS

HW

RH

WR

HW

R

HW

S

HWS

HW

R

HWS

HW

SH

WS

HW

S

HWS

HW

SH

WS

HW

S

HWR HWR HWR

HWRHWR

HW

R

HW

R

1 1/4" EXT

2" EXT

1" EXT

2 1/2" EXT

1 1/4" EXT

1 1/2" EXT

11/4" EXT

1 1/4" EXT

11/2" EXT

2" EXT 2" EXT

21/2" EXT

1" EXT

S1

S1

HWR HWR

HWS

S1

3/4"

S1

TYPE A - 32'-0"

5.65 mbh

TYPE A - 32'-0"

5.65 mbh

TYPE x - 12'

- mbh

TYPE C - 14'

38.9 mbh

1"

1"

1"

3/4"

1"

HWR

HW

RH

WR

HW

R

HWSHWSHWS

HW

RH

WR

HW

R

HW

S

HWS

HW

R

HWS

HW

SH

WS

HW

S

HW

S

HWS

HW

SH

WS

HW

SH

WS

1 1/4" EXT

1 1/2" EXT

11/4" EXT

HWR HWR HWR

HWRHWR

HW

R

HW

RH

WR

11/4" EXT

11/4" EXT 11/2" EXT

2" EXT 21/2" EXT 2" EXT

21/2" EXT

1" EXT

1 1/4" EXT

2" EXT

1" EXT

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

DRAWING SCALE:



DESIGNED BY:

DATE: DATE:

DATE:

DATE:



REVISIONS

NOTES

MECHANICAL

BASEMENT HEATING FLOOR PLAN, SCHEDULE &

LEGEND

THE ACADEMY PROJECT

LIBRARY RENOVATIONS

H353541-M-002 M-002 B

M. BROWN

17/10/13 17/10/13 18/01/04

18/01/05

H3535411/4"=1'0"


A ISSUED FOR 99% REVIEW AS MB 17/12/19

N.VUJIC A. SRIVASTAVA

M. BROWN

B ISSUED FOR TENDER AS MB 18/01/15

1809 BARRINGTON ST.

HEATING LEGEND

NEW HOT WATER SUPPLY PIPING

NEW HOT WATER RETURN PIPING

EXISTING HOT WATER SUPPLY PIPING

EXISTING HOT WATER RETURN PIPING

BALL VALVE

NEW CONTROL VALVE

EXISTING CONTROL VALVE RELOCATED

SENSOR CONTROL WIRING

PIPING TO BE REMOVED

NEW TEMPERATURE SENSORS

EXISTING TEMPERATURE SENSORS

RELOCATED

"EXT"PIPE SIZE SUFFIX, INDICATES EXISTING PIPE

HWS

HWR

HWS

HWR

RADIANT HEATING PANEL SCHEDULE

TAG MANUFACTURER/MODEL LOCATION

CAPACITY

(BTU/H)

SIZE FLUID SIZE

LENGTH WIDTH GPM EWT LWT

A FRENGER / TWA SEE DRAWINGS / LINEAR 463 / FT SEE DWG 2'-0" SEE DWG 190° 170°

B FRENGER / TWA SEE DRAWINGS / LINEAR-MITRED 633 / FT SEE DWG 3'-0" SEE DWG 190° 170°

C FRENGER / TWA LIBRARY / LINEAR 633 / FT SEE DWG 3'-0" SEE DWG 190° 170°

D FRENGER / TWAQUIET ROOM / LINEAR 463 / FT SEE DWG 2'-0" SEE DWG 190° 170°

S1

BASEMENT PLAN - NEW RADIANT HEATING PIPING

SCALE: 1/8"=1'-0"

2

M-002

BASEMENT PLAN - EXISTING RADIANT HEATING PIPING

SCALE: 1/8"=1'-0"

1

M-002

S1

1 CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING

SENSORS / CONTROL VALVES INSTALLED DURING PHASE I -

BOILER CONTRACT TO SUIT NEW RADIANT CEILING

HEATING PANELS.

SENSOR / CONTROL VALVES SHALL BE LOW VOLTAGE (24V).

RADIANT PANELS SHALL BE INSTALLED PER

MANUFACTURERS INSTRUCTIONS. INSULATE ABOVE

PANELS ONCE INSTALLATION IS COMPLETE.

2

3

18.01.17

Fre

eze

rF

re

eze

rF

re

eze

rF

rd

g.

Frd

g.

Frdg.


UP

B

116

3

EXISTING 36"x6" RET

EXISTING 28"x8" SUP

5

9

EXISTING 24"x8"

EX

IS

TIN

G 2

0"x6

" R

ET

3

2

EXISTING 24"x8" SUP

EXISTING 20"x6" SUP

EXISTING 30"x12" SUP

EX

IS

TIN

G 2

4"x9

" S

UP

EX

IS

TIN

G 2

4"x8

" S

UP

EXISTING 24"x8" SUP

BD

BD

BD

BD

BD

12"x8" EXH

B

116

B

116

B

116

B

116

B

116

A

83

A

83

A

83

8

B

200

B

200

6

7

BD

BD

BD

E

75

E

50

D/G - FD

B

155

B

155

B

155

B

155

B

155

C

-

C

-

4

C

-

B

100

B

100

BDBD

BD BD

BD

FD

BD

BD

BD

BD

B

175

B

175

C

-

C

-

C

-

EXISTING 22"x8"

B

165

B

165

D

75

D/G

D

125

D/G

D

125

D/G

D

125

E

125

E

125

E

125

E

100

D/G

D

100

BD

B

118

B

118

B

118

B

118

B

118

B

118

C

-

8"ø SUP

8"ø SUP

8"ø SUP 8"ø SUP

28"x8" SUP

6"ø SUP

8"ø SUP

6"ø SUP

6"x6" EXH

8"X6" EXH

8"ø SUP

8"ø SUP

8"ø SUP

8"ø SUP

8"ø SUP

5

5

8"ø SUP

8"ø SUP

8"ø SUP

8"ø SUP

8"ø SUP

8"ø SUP

16"x6" SUP

16"x6" SUP

6"x6" EXH

6"x6" EXH

6"x6" EXH

6"x6" EXH

8"ø SUP

8"ø SUP

8"ø SUP

8"ø SUP

55 5

55

5

555

5

5

5

5

1 1

3

3

3

BD

2

3

C

-

FD

BD

BD

BD

BD

BD

BD

BD BD

BD

BD

BD

BD

BD

BD

8"ø SUP

BD

BD

BD

BD BD

DRAWING SCALE:



DESIGNED BY:

DATE: DATE:

DATE:

DATE:



REVISIONS

NOTES

MECHANICAL

BASEMENT HVAC FLOOR PLAN, SCHEDULES,

DETAILS & LEGEND

THE ACADEMY PROJECT

LIBRARY RENOVATIONS

H353541-M-003 M-003 B

M. BROWN

17/10/17 17/10/17 18/01/04

18/01/05

H3535411/4"=1'0"



A.SCOTT A. SRIVASTAVA

M. BROWN


1809 BARRINGTON ST.

GRILLE SCHEDULE

TAG MANUFACTURER / MODEL

MODULE SIZE

(in)

FACE SIZE

(in)

NECK SIZE

(in)

AIR FLOW

(CFM)

NC LEVEL CEILING TYPE MOUNTING/TYPE FINISH REMARKS

E.H.PRICE / MODEL SCD 24" x 24" 24" x 24" 6"Ø 0-175 19 T-BAR CEILING DIFFUSER B12

E.H.PRICE / MODEL SCD 24" x 24" 24" x 24" 8"Ø 0-279 19 T-BAR CEILING DIFFUSER B12

E.H.PRICE / MODEL PDR 24" x 24" 24" x 24" 22" x 22" 0-1681 17 T-BAR CEILING RETURN B12

E.H.PRICE / MODEL ATG1 16" x 10" 17 5/8" x 11 5/8" 16" x 10" 0-150 15 - DOOR GRILLE -

C/W FLAT BORDER BOTH SIDES c/w

FD AT BOILER ROOM DOOR

E.H.PRICE / MODEL PDR 12" x 12" 12" x 12" 8" x 8" 0-150 15 T-BAR CEILING EXHUAST B17/B12

C/W EXHAUST PLENUM PAINTED

BLACK INSIDE

BASEMENT PLAN - HVAC

SCALE: 1/8"=1'-0"

1

M-004

GENERAL NOTE:

ALL DUCT PENETRATIONS THROUGH FIRE SEPARATIONS

SHALL BE c/w FIRE DAMPERS.

GENERAL NOTE:

HVAC CONTRACTOR SHALL COORDINATE WITH OTHER

TRADES TO PREVENT CONFLICTS IN CEILING SPACE.

GENERAL NOTE:

HVAC CONTRACTOR SHALL COORDINATE WITH

ARCHITECT'S REFLECTED CEILING PLAN FOR FINAL

GRILLE/DIFFUSER LOCATIONS.

GENERAL NOTE:

HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

OFFSETS AND FITTINGS NECESSARY TO SUIT SITE

CONDITIONS.

VENTILATION LEGEND

NEW DUCTWORK

EXISTING DUCTWORK & ACCESSORIES TO BE

RETAINED

EXISTING DUCTWORK & ACCESSORIES TO BE

REMOVED

"SUP" SUFFIX. FOR DEFINING SUPPLY DUCT SYSTEM

"RET" SUFFIX. FOR DEFINING RETURN DUCT SYSTEM

"EXH" SUFFIX. FOR DEFINING EXHAUST DUCT SYSTEM

SUPPLY DIFFUSER

RETURN/EXHAUST GRILLE

BALANCING DAMPER

FIRE DAMPER

CROSS-TALK SILENCER

TEMPERATURE SENSOR

DOOR GRILLE

1/2" DOOR UNDER CUT, (U.N.O.)

FLEXIBLE DUCTWORK

U/C

S1

D/G

DUCT

1.6mm FIRE DAMPER SLEEVE

RETAINING ANGLE

FIRE SEPARATION

FUSIBLE LINK

FIRE DAMPER

FIRE DAMPER ACCESS DOOR

BREAKAWAY DUCT CONNECTION

FIRE DAMPER DETAIL

SCALE: NTS

2

M-004

1 EXISTING TRANSFER OPENING TO REMAIN. REMOVE

EXISTING GRILLES, CLEAN AND REINSTALL.

REMOVE EXISTING RETURN DUCTWORK DOWNSTREAM.

RETURN DUCT TO REMAIN OPEN-ENDED IN CEILING SPACE.

REMOVE EXISTING SUPPLY BRANCH DUCTWORK, CAP/SEAL

AT SUPPLY TRUNK.

EXISTING 11" x11" EXHAUST DUCT TO MECHANICAL ROOM

TO REMAIN. REMOVE EXHAUST DUCTWORK IN BASEMENT

LEVEL. INSTALL NEW EXHAUST DUCTWORK AS INDICATED

AND CONNECT TO EXISTING DUCT RISER.

INSTALL SPIN COLLAR AT EXISTING SUPPLY DUCT.

EXISTING SUPPLY DUCT RISER TO REMAIN.

EXISTING RETURN DUCT RISER TO REMAIN.

EXTEND EXISTING SUPPLY DUCT INTO PROGRAM ROOM.

REMOVE EXISTING EXHAUST FAN AND DUCTWORK. PATCH

EXISTING EXTERIOR WALL PENETRATION. MAKE WATER

TIGHT.

2

3

4

5

6

7

8

9

A

-

B

-

C

-

D

-

E

-

BD

FD

18.01.17

Fre

eze

rF

re

eze

rF

re

eze

rF

rd

g.

Frd

g.

Frdg.


UP

1"

1"

1"

1"

1"

1"

1"

1"

1"1"

1"1"

1"

1" 1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1" 1"

1"

1"

1" 1"

1"

1"

1"

1"

1" 1"

1"

1"

1"

1" 1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

4

2

2

2"

22

2

22

2

2

4

2

2

2

4

2

2

2

2

2

2

2 2

2

2

4

4

2

2

4

2 2

2

2

22

2

2

4

4

4

4

2

2

2

2 2

22

2 2

1"

1"

2

4 4

2

2

4

2

2

2

2 2

1 1/4"

1 1/2"

1"

1" 1" 1 1/4"

1 1/2"

1 1/2" 1 1/4" 1"

1"

2"

1 1/2"

1 1/4" 1"

1"

1"

1" 1" 1 1/4"

1 1/2"

1" 1" 1 1/4"

1 1/2"

1" 1" 1 1/4"

1 1/2"

1" 1" 1 1/4"

1 1/2"

1" 1" 1 1/4"

1 1/2"

1" 1" 1 1/4"

1 1/2"

1"

1"

3" 4" 4" 4"

1 1/4"

1"

1"

1"

1"

1"

1"

1"

1"

1 1/2"

2"

1"1"

1"1"

1"1"

2"

1 1/2" 1 1/4"

1"

1"

1"

1"

1 1/2"

1"

1"

1 1/4"

1"

1 1/4"

1 1/2"

1 1/2"

3"

3"

3"

3"

2 1/2"

2 1/2"

1 1/2"

1 1/2"

1 1/4"

1 1/4" 1" 1"

1"1"

1"

1"

1"

1 1

1

3

3

3

1

1

1

1

1

1

1

3

1

33

3 3 1 3

3 3 1 3

3133

1

1

1

1

3

3

3

1

1 1

3 3 3

113

113 3

3

1

1

1

1

1

3

3

3

1

3

DRAWING SCALE:



DESIGNED BY:

DATE: DATE:

DATE:

DATE:



REVISIONS

NOTES

MECHANICAL

BASEMENT FIRE PROTECTION PLAN

THE ACADEMY PROJECT

LIBRARY RENOVATIONS

H353541-M-004 M-004 B

M. BROWN

17/12/08 17/12/06 18/01/04

18/01/05

H3535411/4"=1'0"




M. BROWN


1809 BARRINGTON ST.

1 EXISTING SPRINKLER HEADS, ALL 1" SUB BRANCH PIPING

AND THE ELBOWS TO BE DEMOLISHED AND REMOVED.

CONTRACTOR TO VERIFY THE EXTENT OF DEMOLITION AND

REUSING OF EXISTING PIPE ON SITE TO SUIT NEW LAYOUT.

CONTRACTOR TO VERIFY SUB BRANCH TAKE OFF WHICH

ARE CONNECTED TO MORE THAN ONE SPRINKLER HEADS

ON SITE AND ALLOW FOR INSTALLATION OF NEW PIPING AS

SHOWN ON NEW PLAN LAYOUT. REMOVAL TO BE DONE IN A

MANNER NOT TO DISRUPT EXISTING SYSTEMS.

SUPPLY AND INSTALL NEW 1" RIGID, FLEX HOSE SPRINKLER

PIPE (AS REQUIRED) & CONCEALED SPRINKLER HEADS

MATERIALS OF RIGID PIPE TO MATCH EXISTING MODIFY

EXISTING SYSTEM ACCOMMODATE NEW PIPE

CONNECTIONS. VERIFY LENGTH FOR NEW PIPING ON SITE.

MAXIMUM LENGTH OF THE FLEXIBLE HOSE TO BE 6' .

EXISTING SPRINKLER HEAD AND ELBOWS TO BE REMOVED

& PIPING TO BE CAPPED.

CONTRACTOR TO INSTALL NEW SPRINKLER BRANCH AND

CONNECT BACK INTO EXISTING PIPING. NEW BRANCH TO

MATCH EXISTING MATERIAL, CONTRACTOR TO INSTALL

REDUCERS & HANGERS AS REQUIRED. SIZE OF NEW PIPING

AS SHOWN ON DRAWINGS.

FIRE PROTECTION LEGEND

EXISTING UPRIGHT SPRINKLER HEAD

EXISTING FIRE PIPING

EXISTING FIRE EXTINGUISHER

EXISTING PENDANT SPRINKLER REMOVED

EXISTING PIPING REMOVED

NEW PENDANT SPRINKLER HEAD

NEW UPRIGHT SPRINKLER HEAD

NEW PENDANT SPRINKLER HEAD c/w FLEX

HOSE CONNECTION

NEW FIRE PIPING

FLEXIBLE HOSE

NEW FIRE EXTINGUISHERFE

FE

BASEMENT PLAN - NEW FIRE PROTECTION PIPING

SCALE: 1/8"=1'-0"

2

M-005

BASEMENT PLAN - EXISTING FIRE PROTECTION PIPING

SCALE: 1/8"=1'-0"

1

M-005

2

3

4

18.01.17

DRAWING SCALE:



DESIGNED BY:

DATE: DATE:

DATE:

DATE:



REVISIONS

NOTES

MECHANICAL

SPECIFICATION SHEET 1

THE ACADEMY PROJECT

LIBRARY RENOVATIONS

H353541-M-010 M-010 B

M. BROWN

17/12/15 17/12/15 18/01/04

18/01/05

H353541NTS




M. BROWN


1809 BARRINGTON ST.

18.01.17

DRAWING SCALE:



DESIGNED BY:

DATE: DATE:

DATE:

DATE:



REVISIONS

NOTES

MECHANICAL


THE ACADEMY PROJECT

LIBRARY RENOVATIONS

H353541-M-011 M-011 B

M. BROWN

17/12/15 17/12/15 18/01/04

18/01/05

H353541NTS




M. BROWN


1809 BARRINGTON ST.

18.01.17

DRAWING SCALE:



DESIGNED BY:

DATE: DATE:

DATE:

DATE:



REVISIONS

NOTES

MECHANICAL


THE ACADEMY PROJECT

LIBRARY RENOVATIONS

H353541-M-012 M-012 B

M. BROWN

17/12/15 17/12/15 18/01/04

18/01/05

H353541NTS




M. BROWN


18.01.17

A-6

RET

A-2

RET

A-1

REM

A-1

RET

A-9

REL

A-4

REM

A-6

RET

A-2

RET

A-7

REL

A-8

RET

A-5

REM

A-1

REM

A-3

RET

A-9

REM

A-7

RET

A-3

REM

A-7

REM

A-2

RET

A-1

REM

A-4

REM

A-5

RET

A-39

REM

B M

B

M

B

REM REM

REMREM

REM

REM

REM

REM

REM

REM

REM

REM

REM

REM

REM

REL

RET

RET

S

S

REM

REM

À'

REM

S

EXISTING

PANEL À'

A-10

A-10

A-10

A-10

A-10

A-10

A-13 A-13 A-13 A-13

A-13

A-13A-13A-13A-13A-13

A-15 A-15

A-15

A-15A-15

A-15

A-15A-15

A-17 A-17

A-17

A-17 A-17

A-17

A-17A-17 A-19

A-19

A-19

A-19

A-19

REM REM REM REM REM

REMREMREMREMREM

REM REM REM REM REM

REM

REM

REM

REM

REMREM

REM REM REM REM

REM REM REM REM

REMREM

A-16

REM

A-16

REM

A-16

REM

A-16

REM

A-16

REM

A-16

REM

A-16

REM

A-16

REM

A-16

REM

A-16

REM

A-16

REM

A-18

REM

A-18

REM

C-18

REM

C-18

REM

C-18

REM

C-18

REM

REL

RET

RET

REL

REL

RET

A-21

REM

REM

A-14

REM

REMREM

A-14

A-14A-14

A-21

REM

A-21

REM

A-21

REM

A-21

REM

A-18

REM

REM

A-18

REM

A-18

REM

A-18

REM

A-18

REM

A-18

REM

A-14

REM

A-14

REM

A-14

REM

A-12

REM

A-12

REM

A-12

REM

REM REM

A-18

A-12 A-12

REM

A-12

REM

A-12

REM

A-12

REM

A-12

REM

À'

EXISTING

PANEL À'

REM

REM

REM

REM

REM

REM

REM

REM

REM

REM REM

REM

REM

REM

EXISTING 1' x 4' LIGHTING FIXTURE

EXISTING 2' x 4' LIGHTING FIXTURE

EXISTING POT LIGHT LIGHTING FIXTURE

EXISTING SINGLE POLE LIGHT SWITCH

EXISTING 1 POLE LIGHT SWITCHES,

GANGED UNDER COMMON COVER PLATE

EXISTING EXIT SIGNS

EXISTING BATTERY UNIT c/w 2 REMOTE HEADS

EXISTING BATTERY UNIT c/w 1 REMOTE HEAD

B

MEXISTING FIRE ALARM MANUAL PULL STATION

EXISTING FIRE ALARM BELL

EXISTING FIRE ALARM SMOKE DETECTOR

EXISTING INTERCOM SPEAKER

EXISTING RECEPTACLE

EXISTING ELECTRICAL PANEL

S

"RET"

INDICATES ELECTRICAL DEVICE THAT IS TO BE

RETAINED

"REM"


REMOVED

X

EXISTING MOTOR EQUIPMENT LOCATION

SPECIFIC NOTE

"REL"


RELOCATED

DRAWING SCALE:



DESIGNED BY:

DATE: DATE:

DATE:

DATE:



REVISIONS

NOTES

LIBRARY CONCEPT

ANNAPOLIS ROYAL

ELECTRICAL

EXISTING BASEMENT LIGHTING, POWER,

COMMUNICATION, FIRE ALARM PLANS & LEGEND

H353541-E-001 E-001 B

D. KUGLER

17/12/09 17/12/09 18/01/15

18/01/15

H353541


A ISSUED FOR 99% REVIEW MB DK 17/12/18

R. POIRIER D. KUGLER

M. BROWN

B ISSUED FOR TENDER MB DK 18/01/15

1809 BARRINGTON ST.

AS INDICATED

EXISTING LIGHTING ELECTRICAL LAYOUT

SCALE: 1/8"=1'-0"

1

E-001

EXISTING LEGEND

SCALE: NTS

3

E-001

EXISTING POWER, FIRE ALARM & COMMUNICATION ELECTRICAL LAYOUT

SCALE: 1/8"=1'-0"

2

E-001

GENERAL NOTES:

1. ALL DEVICES BEING REMOVED ARE TO BE TURNED OVER TO

OWNER.

2. EXACT LOCATIONS FOR EXISTING EQUIPMENT IS TO BE

CONFIRMED ON-SITE.

18.01.17


UP

FB

A-6

RET

A-2

RET

A-1

RET

A-6

RET

A-2

RET

A-7

REL

A-8

RET

A-3

RET

A-7

RET

A-2

RET

A-5

RET

B-19

USB

B-25

USB

A-39

USB

B-25

USB

A-39

USB

A-26

USB

B

B

B

B-20

B-18

B-16

B-14

B-12

A-9

REL

B-17

2

B-15

2

B-13

2

B-26

B-28

2

A-44

2

A-60

A-48

2

A-46

2

`B'

B-10

REL

A-4

A-23

B-23

B-21

2

QUIET ROOM

1

STACKS &

READING

2

JAN

6

PROGRAM

8

FOOD BANK

7

PROGRAM 2

9

FAM./B.F.

WR.10

WR.

13

WR.

14

STORAGE

11

OFFICE

3

BOILER

ROOM

5

STORAGE

4

COMMON

15

INNOVATION

CENTRE

12

`A'

A-3

2

A-11

A-3

A-11

2

A-13

2

2

A-4

2

A-13

B-23

B-25

5'AFF

5'AFF

B-19

USB

A-7

USB

A-1

USB

A-7

USB

A-1

USB

A-5

2

WAP

1

B-28

2

B-21

FB

B-27

2

B-27

A-44

USB

A-11

5'A

FF

5'A

FF

2

B-26

2

A-4

4

B-19

B-19

B-22

B-22B-24

B-24

A-4

A-13

A-4

A-15

A-15

A-15

A-15

A-2

TO ELECTRICAL ROOM

1-1/4"

1-1/2"

1-1/4"

1-1/4"

1-1/2"

2 x 2"

1-1/2"


UP

QUIET ROOM

1

STACKS &

READING

2

JAN

6

PROGRAM

8

FOOD BANK

7

PROGRAM 2

9

FAM./B.F.

WR.10

WR.

13

WR.

14

STORAGE

11

OFFICE

3

BOILER

ROOM

5

COMMON

15

INNOVATION

CENTRE

12

A A AA

A A AA

A A AA

A A AA

A A AA

A A AA

A A A

A A A

A

A

AAA

AAA

AAA

A

A

A A A

A A

A A

A A

A A

A A

A

A

A

A

A

A

A

A

A A

A

A A

A

A A

A

A A

A

A A

A A

A

A

A

A

A

A

A

A

A

A A

A A

A

A

A A

A

A

A

A

B

B

B

B B

B

B

F

B

B

BBB

C

C

C

`A'

A-10

A-10

A-10

A-10

RET

RET

REL

RET

D

A-10

A-10

REL

REL

A A

AA

A

A

a

A-21

A-21

A-21 A-21

A-21

A-21 A-21

A-21

A-21 A-21

A-21

A-21

A-21

A-21

A-21

A-21

A-21

A-21

A-21

A-21

A-21

A-21

A-21

A-21

A-21

A-21

A-21

A-21

A-21 A-21 A-21

A-21

A-21

A-16

A-16

A-16 A-16

A-16

A-16

A-12b A-12b

A-12a A-12a A-12a

A-12a

A-12a

A-12a

A-12bA-12b

A-12a

A-12a

A-12a

A-12a

A-12

A-12

A-12

A-12 A-12

A-16

A-16

A-12

A-12

A-12

A-12c

A-12 A-12

A-12 A-12

A-12A-12

A-12 A-12

A-12A-12

A-12 A-12 A-12

A-12 A-12 A-12

A-12 A-12 A-12

A-12 A-12

A-12

A-12A-12A-12

A-10

A-10

A-10

A-10

A-10

A-10

A-10

A-10

A-10

A-10

A-10

A-16 A-16A-16

A-16 A-16 A-16

A-16A-16

A-16 A-16A-16A-16

A-16 A-16

A-16

A-16

A-16

A-16

A-16

A-16

A-16A-16

A-16 A-16

A-16A-16

A-16 A-16

A-16 A-16 A-16 A-16

A-12b

A-12b

A-12b

A-12b

A-12b

A-12a

A-12b

G

G

G

G

G

G

H

I

I

I

I

A-21

A-21 A-21

A-21 A-21

A-21

A-21

A-21

E

EXISTING EXIT SIGNS

EXISTING BATTERY UNIT c/w 2 REMOTE HEADS

EXISTING UNIT c/w 1 REMOTE HEAD

BEXISTING FIRE ALARM BELL

"REL"

INDICATES ELECTRICAL DEVICE IN RELOCATED

LOCATION

2'x2' LUMINAIRE, REFER TO LUMINAIRE SCHEDULE FOR MORE

DETAILS


DETAILS

A

F

120V 15A, SINGLE POLE TOGGLE SWITCH, SPEC GRADE, WHITE IN

COLOR, STAINLESS STEEL COVERPLATE, MOUNTED 48" A.F.F.

UNLESS NOTED OTHERWISE

CEILING MOUNTED LUMINAIRE REFER TO LUMINAIRE SCHEDULE FOR DETAILSC

SAME AS ABOVE EXCEPT A TWO-GANG SWITCH

TRACK LIGHT REFER TO LUMINAIRE SCHEDULE FOR DETAILS

F

1'X3' LUMINAIRE, REFER TO LUMINAIRE SCHEDULE FOR MORE

DETAILS


DETAILS

H

G

SAME AS ABOVE EXCEPT 3-WAY OPERATION

120V 15A, 2 POLE OCCUPANCY SENSOR SWITCH, DUAL

TECHNOLOGY, SPEC GRADE, WHITE IN COLOR, STAINLESS STEEL

COVERPLATE, MOUNTED 48" A.F.F. UNLESS NOTED OTHERWISE

SINGLE FACE, CEILING MOUNTED EXIT LIGHT, SELF POWERED RUNNING MAN

STYLE.-

EMERGENCY LIGHT c/w BATTERY PACK WALL MOUNT 120VAC INPUT, 12VDC

OUTPUT

SAME AS ABOVE EXCEPT 4-WAY OPERATION

NEW 120V, 15A DUPLEX RECEPTACLE MTD. 16" A.F.F. OR 6" ABOVE

COUNTER RESPECTIVELY, SPECIFICATION GRADE, WHITE IN

COLOR. - PASS & SEYMOUR# CR15W

NEW 120V, 15A T-SLOT GFCI RECEPTACLE, MTD. 48" A.F.F. OR

ABOVE FINISHED COUNTER, SPECIFICATION GRADE, WHITE IN

COLOR. - PASS & SEYMOUR# 1595W

NEW 120V, 15A DUPLEX RECEPTACLE MTD. 16" A.F.F. OR 6" ABOVE

COUNTER RESPECTIVELY, c/w USB CONNECTION SPECIFICATION

GRADE, WHITE IN COLOR. - PASS & SEYMOUR# TR5262USBW

USB

FB

NEW FLUSH MOUNTED FLOOR BOX TO HAVE 2 DUPLEX

RECEPTACLES, VOICE, AND 2 DATA OUTLETS. CONFIRM EXACT

LOCATION REQUIRED WITH FURNITURE SUPPLIER

WAP

1 WIRELESS ACCESS POINT. PROVIDE SINGLE DATA OUTLET ABOVE

CEILING TILE FOR CONNECTION. WIRELESS ACCESS DEVICE

PROVIDED BY OTHERS.

1

DATA OUTLET, MTD. 16" AFF OR 6" ABOVE COUNTER RESPECTIVELY

(UNO). NUMBER INDICATES QUANTITY OF DATA DROPS AT EACH

LOCATION.

1

COMMUNICATION JUNCTION BOX. SIZED AS REQUIRED.

DRAWING SCALE:



DESIGNED BY:

DATE: DATE:

DATE:

DATE:



REVISIONS

NOTES

LIBRARY CONCEPT

ANNAPOLIS ROYAL

ELECTRICAL

NEW BASEMENT LIGHTING, POWER,

COMMUNICATION, FIRE ALARM PLANS & LEGEND

H353541-E-002 E-002 B

D. KUGLER

17/12/09 17/12/09 18/01/15

18/01/15

H353541




M. BROWN


1809 BARRINGTON ST.

AS INDICATED

NEW POWER, FIRE ALARM & COMMUNICATION ELECTRICAL LAYOUT

SCALE: 1/8"=1'-0"

2

E-002

GENERAL NOTES:

1. ALL DATA DROPS THROUGHOUT FLOOR TO TERMINATE IN THE

OFFICE ON SHELF APPROXIMATELY 6' AFF.

NEW LIGHTING ELECTRICAL LAYOUT

SCALE: 1/8"=1'-0"

1

E-001

18.01.17

DRAWING SCALE:



DESIGNED BY:

DATE: DATE:

DATE:

DATE:



REVISIONS

NOTES

LIBRARY CONCEPT

ANNAPOLIS ROYAL

ELECTRICAL

SCHEDULES & DETAILS

H353541-E-003 E-003 B

D. KUGLER

17/12/09 17/12/09 18/01/15

18/01/15

H353541




M. BROWN


1809 BARRINGTON ST.

AS INDICATED

PANEL VOLTAGE: 120/208V PANEL TYPE: SQUARE D

PROJECT EXISTING PANEL

PANEL LOCATION: KITCHEN PANEL MAINS: 100A

PANEL SOURCE: PANEL 'DP' PANEL I/C: 10 kA A

PANEL MOUNTING: RECESSED PANEL FEEDER: 4c 3/0 R90 + #2 GND

CCT DESCRIPTION

WATTAGE

BRKR Ø BRKR

WATTAGE

DESCRIPTION CCT

A B C P AMPS ABC AMPS P A B C

1RECPT. 017, 013, 012

- 1 15 A 15 1 -RECPT. 020, 021, 024

2

3RECPT. 017, 013, 012

- 1 15 B 15 1 -RECPT. 019, 020

4

5RECPT. 017, 013, 012

- 1 15 C 15 1 -RECPT. 019, 020

6

7 RECPT. CORRIDOR - 1 15 A 15 1 - RECPT. 024 8

9 RECPT. CORRIDOR - 1 20 B 15 1 - EXIT & EMERG LTS 10

11 LTS. 015 - 1 15 C 15 1 -LTS. 011, 012, 013

12

13 LTS. 017 1 15 A 15 1LTS. 009, 010

14

15 LTS. 017 1 15 B 20 1 LTS. 020 16

17 LTS. 017 1 15 C 15 1LTS. 019, 021

18

19 LTS. 017 1 15 A

70 2

LTS. 020 20

21 LTS. 018 1 15 B

OVEN

22

23 - 1 15 C 15 1 24

25

RANGE 3 70

A 15 1 - 26

27 B

50 2 DISHWASHER

28

29 C 30

31 RECPT. KITCHEN - 1 15 15 1 - RECPT. KITCHEN 32

33 RECPT. COUNTER - 1 15 15 1 - RECPT. COUNTER 34

35 RECPT. KITCHEN STC. - 1 15 15 1 - - 36

37 EF 10 - 1 15 15 1 - EXT. LTS 38

39 WATER COOLER - 1 15 15 1 - EF 12 40

41 CAB HEATER - 1 15 15 1 - RECPT. KITCHEN 42

43 RECPT. COUNTER 108 1 15 15 1 COOLER PLUG ROOM 111 44

45 RECPT. COUNTER 108 1 15 15 1 COOLER PLUG ROOM 111 46

47 RECPT. KITCHEN 1 15 15 1 COOLER PLUG ROOM 109 48

49

HOT WATER TANK 2 20

15 1 COOLER PLUG ROOM 109 50

51

50 2 GYM PANEL 'J'

52

53 SHUNT TRIP 1 15 54

55 RECPT. 108 1 15 15 1 RECPT. 108 56

57 RECPT. 108 1 15 15 1 RECPT. 108 58

59 RECPT. 108 1 15 15 1 - 60

PHASE LOADS ### ### ### ### ### ###

TOTAL PHASE LOADS ### ### ###

TOTAL LOAD ###

TOTAL AMPERAGE # A


PROJECT PHASE 2 PANEL ADDITIONS

PANEL LOCATION: BOILER ROOM PANEL MAINS: 100A

PANEL SOURCE: PANEL 'DP' PANEL I/C: 10 kA B

PANEL MOUNTING: SURFACE PANEL FEEDER: SEE RISER

CCT DESCRIPTION

WATTAGE

BRKR Ø BRKR

WATTAGE

DESCRIPTION CCT


1

CP-1 (HEATING LOOP)

250

3 15

A

15 3

190

CP-4 (BOILER LOOP)

2

3 250 B 190 4

5 250 C 190 6

7

CP-2 (HEATING COILS)

125

3 15

A 15 1 500B-1 (HOT WATER)

8

9 125 B 15 1 200

EMERGENCY SHUT-OFF

VALVE

10

11 125 C 15 1 1000

FOOD BANK - COOLER

RECPT.

12

13 LIBRARY COMPUTER RECPT. 500 1 15* A 15 1 1000

FOOD BANK - COOLER

RECPT.

14

15 LIBRARY COMPUTER RECPT. 500 1 15* B 15 1 1000

FOOD BANK - COOLER

RECPT.

16

17 LIBRARY COMPUTER RECPT. 500 1 15* C 15 1 1000

FOOD BANK - COOLER

RECPT.

18

19 LIBRARY RECPT. 750 1 15* A 15* 1 1000

FOOD BANK - COOLER

RECPT.

20

21 LIBRARY - CIRC. DESK 1000 1 20 B 15* 1 500 FOOD BANK RECPT. 22

23 PROGRAM ROOM RECPT. 250 1 15* C 15* 1 500 FOOD BANK RECPT. 24

25 PROGRAM ROOM - T.V. 200 1 15* A 15* 1 1000 LIBRARY OFFICE - IT EQMT. 26

27 LIBRARY - CIRC. DESK 1000 1 20 B 15* 1 1000 LIBRARY OFFICE DESK 28

29 SPARE 1 20 C 15* 1 SPARE 30

PHASE LOADS 1825 2875 1125 3690 2890 2690

TOTAL PHASE LOADS 5515 5765 3815

TOTAL LOAD 15095

TOTAL AMPERAGE 42 A

* - INDICATES NEW BREAKERS IN PANEL

LUMINAIRE SCHEDULE

TYPE MANUFACTURER DESCRIPTION MOUNTING LAMP NOTE

A

METALUX

22CZ-LD5-34-RDP-UNV-L835-CD1-U

2'x2' RECESSED LENS FIXTURE, WHITE IN

COLOR, 0-10V DIMMING. 120V OPERATION

RECESSED IN CEILING

30W LED

3400 LUMENS

3500°K

-

B

PORTFOLIO

HOUSING - LD4B-10-D010

LIGHT ENGINE - EU4B-1020-80-35

TRIM - 4LB-W-0-XX

4" RECESSED LED POT LIGHT, WHITE IN

COLOR, 120V OPERATION, OWNER TO

CONFIRM FINISH TYPE

RECESSED IN CEILING

11W LED

1000 LUMENS

3500°K

-

C

BETACALCO

95-0800-35-S1-Z1

24" PENDANT LIGHT FIXTURE, LIGHT

CHERRY FINISH,120V OPERATION

PENDANT MOUNTED, SUPPORTED

FROM ADJUSTABLE AIR CRAFT

CABLES. 7'-9" AFF.

65W LED

6038 LUMENS

3500°K

-

D

HALO

HU10-24-D-9-30-P

24" UNDER CABINET LUMINAIRE, CLEAR

LENS, 120V OPERATION.

SURFACE TO UNDERSIDE OF CABINET

10.5W LED

615 LUMENS

3000°K

-

E

MAGICLITE

TLP-50-IW

TOKI LED TAPELIGHT FOR COVE ACCENT

LIGHTING, 120V OPERATION

SURFACE MOUNT WITH ADHESIVE

TAPE,

.3W LED

3000°K

-

F

PORTFOLIO

LD8A-S30-1-D010TE-ER8A-S30-8-35-8LW

111-W-WF

8" RECESSED LED POT LIGHT, WHITE IN

COLOR, 120V OPERATION, OWNER TO

CONFIRM FINISH TYPE

RECESSED IN CEILING

35W LED

3000 LUMENS

3500°K

-

G

HALO

L806SMNF8030P

TRACK LIGHT c/w HALO POWER-TRAC

SUPPORT. 2' TRACK LENGTHS WITH

FIXTURE QUANTITIES AS SHOWN ON

DRAWING.

SURFACE MOUNTED

13W LED

934 LUMENS

3000°K

2

H

METALUX

2SWLED-LD4-24HL-LC-UNV-L835-CD-1

1'x2' WALL MOUNTED LED FIXTURE. 120V

OPERATION.

WALL MOUNTED

25W LED

2400 LUMENS

3500°K

-

I

METALUX

4SWLED-LD4-32SL-LC-UNV-L835-CD-1

1'x4' STRIP LED. 120V OPERATION SURFACE MOUNTED. 7'-6" AFF.

30W LED

3200 LUMENS

3500°K

1

EMERGENCY

BATTERY

PACK

LUMACELL RGS-QB SERIES

IMPACT RESISTANT STEEL CENTER

CABINET. 120 VAC INPUT. 12VDC

WALL MOUNTED. 7'-6" AFF LED -

EXIT

LUMACELL

LS-3-W-S

RUNNING MAN EXIT SIGN, STEEL HOUSING,

WHITE IN COLOUR, UNIVERSAL FACES AND

MOUNTING, SELF POWERED FOR 90

MINUTES, 120V OPERATION.

CEILING MOUNTED LED

NOTES:

1. LIGHT TO BE INSTALLED IN FIRE RATED ROOM. ENSURE FIXTURE MOUNTING DOES NOT EFFECT ROOM FIRE RATING.

2. FIXTURE TO BE AIMED AT BOOKSHELVES. COORDINATE AIMING LOCATIONS ON SITE WITH FURNITURE SUPPLIER.


PROJECT EXISTING PANEL

PANEL LOCATION: KITCHEN PANEL MAINS: 100A

PANEL SOURCE: PANEL 'DP' PANEL I/C: 10 kA

A (REVISED)

PANEL MOUNTING: RECESSED PANEL FEEDER: 4c 3/0 R90 + #2 GND

CCT DESCRIPTION

WATTAGE

BRKR Ø BRKR

WATTAGE

DESCRIPTION CCT


1

RECPT. QUIET

ROOM/LIBRARY

500 1 15 A 15 1 -RECPT. 020, 021, 024

2

3RECPT. 017, 013, 012

- 1 15 B 15 1 750 RECPT. INNOVATION RM. 4

5RECPT. 017, 013, 012

- 1 15 C 15 1 -RECPT. 019, 020

6

7 RECPT. CORRIDOR/LIBRARY 250 1 15 A 15 1 - RECPT. 024 8

9 RECPT. CORRIDOR - 1 20 B 15 1 - EXIT & EMERG LTS 10

11 RECPT. PROGRAM RM 2 1000 1 15 C 15 1 1410LTS. 011, 012, 013

12

13 RECPT. INNOVATION CENTRE 750 1 15 A 15 1 14

15 GFCI RECPT. WASHROOMS 1000 1 15 B 20 1 1200 LTS. 020 16

17 1 15 C 15 1 18

19 1 15 A 15 1 20

21 LTS. 018 1276 1 15 B

70 2 OVEN

22

23 RECPT. PROGRAM RM. 1000 1 15 C 24

25

RANGE 3 70

A 15 1 250 RECPT. COMMON RM. 26

27 B

50 2 DISHWASHER

28

29 C 30

31 RECPT. KITCHEN - 1 15 A 15 1 - RECPT. KITCHEN 32

33 RECPT. COUNTER - 1 15 B 15 1 -

RECPT. COUNTER

34

35 RECPT. KITCHEN STC. - 1 15 C 15 1 - 36

37 - - 1 15 A 15 1 - EXT. LTS 38

39 RECPT. COMMON AREA 500 1 15 B 15 1 - EF 12 40

41 CAB HEATER - 1 15 C 15 1 - RECPT. KITCHEN 42

43 RECPT. COUNTER 108 1 15 A 15 1 500 RECPT. QUIET RM. 44

45 RECPT. COUNTER 108 1 15 B 15 1 1000 LIBRARY PRINTER 46

47 RECPT. KITCHEN 1 15 C 15 1 1000 LIBRARY PRINTER 48

49

HOT WATER TANK 2 20

A 15 1 50

51 B

50 2 GYM PANEL 'J'

52

53 SHUNT TRIP 1 15 C 54

55 RECPT. 108 1 15 A 15 1 RECPT. 108 56

57 RECPT. 108 1 15 B 15 1 RECPT. 108 58

59 RECPT. 108 1 15 C 15 1 500 FIRE PLACE - QUIET RM. 60

PHASE LOADS 1500 2276 2000 250 1950 1410

TOTAL PHASE LOADS 1750 4226 3410

TOTAL LOAD 9386

TOTAL AMPERAGE 26 A

18.01.17

DRAWING SCALE:



DESIGNED BY:

DATE: DATE:

DATE:

DATE:



REVISIONS

NOTES

LIBRARY CONCEPT

ANNAPOLIS ROYAL

ELECTRICAL

BASEMENT NEW LIGHTING, POWER,

COMMUNICATION & FIRE ALARM PLANS

H353541-E-004 E-004 B

D. KUGLER

17/12/09 17/12/09 18/01/15

18/01/15

H353541




M. BROWN


1809 BARRINGTON ST.

AS INDICATED

1. General Requirements

.1 General

The following general conditions shall be read in conjunction with the general conditions & special conditions contained in the architectural

specifications in conjunction with related drawings, tender & other contract documents.

.2 Codes & standards

.1 All work shall be done in accordance with the latest edition of the Canadian electrical code.

.2 Do complete installation in accordance with CSA C22.1-2015 except where specified otherwise.

.3 Scope of work

This contractor shall include all labor, materials, equipment & associated services necessary for & incidental to the installation of completely

finished, tested, balanced & properly operating electrical systems as specified hereafter & shown on drawings. The intention is to provide for a

finished piece of work complete in all essentials as called for by the documents & accepted by good practice. the work shall include, but not be

limited to:

.1 Wiring of equipment supplied by others

.2 Branch circuit wiring

.3 Wiring devices

.4 Lighting fixtures & lamps

.5 Emergency lighting & exits

.6 Communication wiring

.4 Permit & by-laws

.1 Submit to electrical inspection department & supply authority necessary number of drawings & specifications for examination & approval prior

to commencement of work.

.2 This contractor shall abide by all codes & by-laws relating to this installation. Provide necessary notices, obtain permits & pay all fees, in order

that work specified may be carried out.

.5 Site visit

Before tendering, this contractor shall visit the site & familiarize him or herself with the existing conditions at the building or site where the work has

to be done. No extra shall be allowed due to failure to take site conditions into consideration.

.6 Coordination of work

.1 This contractor shall coordinate his work with the general contractor & all other sub-contractors.

.2 Schedule & perform all work in existing premises so as not to interfere with normal operations of building occupants. Carry out all work that will

interfere outside operating hours of place of work as approved by owner.

.3 Cooperate with other trades, owner & owner's suppliers forces in carrying out work. Report any deficiencies or defects on other contractor's

work that affect this contract's work to engineer immediately.

.4 Where work is carried out in existing premises, notify owner's local representative at least 48 hours in advance of any necessary interruptions

in services or access.

.7 Guarantee

This contractor shall guarantee all work & new apparatus, installed under this specification,

against any defects of workmanship & material for a period of one year after acceptance of

same by owner. Repair & make good all damage to building incurred as a result of failure of

electrical work.

.8 Drawing

The drawings for the work accompanying these specifications are made as accurately as possible, but, absolute accuracy of dimensions cannot

be guaranteed. They are intended to supplement & simplify the general contract drawings. No claim for extra payment on account of difference of

actual & estimated dimensions shall be allowed. In the case of discrepancy of figure dimensions on the drawings, the matter shall be immediately

submitted to the engineer for his decision. Without the decision, the discrepancy shall not be adjusted by the contractor save at his own risk & in

the settlement of any complications arising from such adjusting, this contractor shall bear all extra expense involved. Interpretation of all

documents shall be left to the engineer. One complete copy of all drawings, specifications & details, including addenda & change orders, shall be

in good order & kept on file by this trade in the temporary office at the site & shall be accessible to the tenant, owner, engineers & other authorized

representatives at any time. This file shall not be removed from the office until the completion & acceptance of the work.

.9 Extra work

No additional money over contract price shall be paid unless contractor receives a signed approval in accordance with the general conditions.

.10 Cutting & patching

This contractor shall locate exact dimensions & positions of openings & holes where cutting may be required in floors &/or walls for the passage of

conduit. Where cutting & patching is necessary, it shall be done by the general contractor.

.11 Site work

All trenching, backfilling & concrete work shall be the responsibility of the general contractor.

.12 Shop drawings

.1 This contractor shall submit, within two weeks after being awarded the contract, a minimum of 1 PDF copy of certified shop drawings for review

by the engineer of all equipment & material specified & shall not proceed with any of this work until the drawings have been returned stamped

& signed. This review does not relieve the contractor of the obligation of checking the drawings himself or furnishing the materials specified.

.2 When submitted, shop drawings/product data must bear contractor's stamp representing that he has determined & verified all field

measurements, field construction criteria, materials, catalog numbers & similar data or will do so & that he has checked & coordinated each

shop drawing with requirements of work & of the drawings & specifications.

.3 Shop drawings required for: luminaires & lamps, control systems, exit lights, emergency lighting batteries & heads, transformers, panelboards,

motor starters, disconnects, switches & power receptacles. information required: manufacturer, model, dimensions, construction details,

accessories, installation details, capacities, performance data, finishes. include wiring single line & schematic diagrams where applicable.

.13 Cleaning up

This contractor shall, at all times, keep the site neat, clean & free from accumulation of waste materials & rubbish which arise out of his or hers

work.

.14 As-built drawings

This contractor shall maintain, at the job site, one set of plans on which he shall clearly note all changes or deviations from the contract

documents, as the job progresses. Contractor shall at the time of final inspection submit to the owners representative, one set of `as-built'

drawings.

.15 Nameplates

Supply & install suitable engraved 4"x1"x1/8" plastic lamacoid nameplates, white face-black core, for every component in the system. This shall

include starters, disconnect switches, panel boards etc. attach with self-tapping screws in conspicuous locations. Wording shall indicate device

name as indicated or a system name, voltage, phases & power source.

.16 Operation & maintenance instructions

This contractor shall instruct the owner in operation & maintenance of all equipment & systems installed. All safety & control features shall be

thoroughly explained. Three copies of operating & maintenance instructions, together with all approved shop drawings & spare parts list fastened

in a binder, shall be submitted to the owner.

.17 Disposals

Advise owner of availability of surplus material. Turn over items requested & dispose of remainder in accordance to all by-laws & local authorities

having jurisdiction.

.18 Demolition

Disconnect & remove all devices, components, equipment & exposed raceways, wires & cables made redundant by this work including those

within in-floor ducts & suspended ceilings. Make safe any remaining live connections. Leave polypropylene cord in each empty conduit. Tag each

conduit at each end with location of the other end.

2. Basic Material & Methods

.1 Equipment & property

.1 Any alternate product proposed shall meet same standards as product specified but shall be considered acceptable only if approved prior to

installation by engineer. Such approval will not be unreasonably withheld.

.2 Specified products provided by this contractor shall be new & capable of proper operation. Unspecified products provided shall be of quality

best suited to their purpose, CSA or local inspection authority & capable of proper operation.

.3 Reuse existing products which meet specifications wherever practicable.

.4 Clean visible portions of all devices & cover plates as recommended by manufacturer to restore factory finish.

.5 Protect work & owner's property from damage that may arise as a result of this contractor's performance of work.Promptly make good any

damages to work & owner's property arising from this contractor's performance of work.

.6 Arrange deliveries & storage with owner & authorities having jurisdiction as appropriate. Protect new & reused materials from abuse, damage

& environmental conditions which they are not intended to withstand. Not withstanding foregoing, follow manufacturer's recommendations.

.2 Wiring methods

.1 Where cables & conduits pass through floors & fire rated walls, partitions & ceilings, seal all voids with ULC approved fire stop compound

conforming to CGSB 19-GP-9MA, caulk or foam as required to maintain barrier rating. Acceptable manufacturers: Dow Dorning, Delson, 3M.

.2 Locate, dimension & make electrical services openings. Provide necessary sleeves, escutcheons & covers.

.3 Drill & provide anchors as required for expansion bolts, hangar rods, brackets & supports.

.4 Relocate existing wiring, raceways, fixtures & devices as required to maintain reasonable accessibility & to facilitate installation of total

projects work.

.3 Testing

.1 Megger circuits up to 350V with a 500V instrument.

.2 Megger circuits between 350V to 600V with a 1000V instrument.

.3 Check resistance to ground before energizing any part of the work.

.4 Test all luminaires, controls, wiring devices, electrical heaters, circuit breakers, disconnect switches & emergency lighting unit equipment for

correct operation & absence of shorts or grounds.

.5 Put equipment & systems in service as may be requested by engineer for trial use provided no hazard or damage will result nor guarantees

voided.

.6 Measure phase voltages at loads & adjust transformer taps to achieve a load voltage or 115-120V.

.7 For power wiring, maintain phase sequence & color coding throughout. Color coding to CSA C22.1.

3. Conduit & Fittings

.1 Conduit: Provide for EMT conduit as noted on drawings.

.2 Electrical metallic tubing (EMT): With couplings, size as indicated. Bush both ends & bond at one end.

.3 Flexible metal conduit: 1/2"(15mm) minimum diameter & a maximum length of 6'(1800mm), with a fish wire.

.4 Conceal all finished areas' wiring in suspended ceiling spaces, walls, partitions, counters, furniture raceways, infloor raceways, shafts, exterior

concrete work & timber.

.5 Run all conduit tight against & securely fastened to supporting surfaces. Support conduit from building structure, independent of ceiling suspension.

Run all exposed conduit, raceways & cables neatly, perpendicular or parallel to building structure lines in service areas or utility rooms only.

.6 AC90 armored cable (BX): With couplings, size as indicated. Cable ends shall be protected with bushing of insulated material or equivalent devices.

BX shall be used for final short connections between junction boxes in ceiling space to ceiling mounted lighting fixtures or to feed outlets receptacles

in the drywall partitions. BX cables are not allowed to run in the open ceiling areas.

.7 All communication wiring to be in a minimum of 21mm conduit.

4. Wire & Cable

.1 Wire & cables: All 600V wiring to be solid copper conductors with thermoplastic insulation, type RW90 rated 600V. Branch wiring shall be #12AWG

minimum. #8AWG & larger shall be stranded conductor. Connectors, Clamps & supports to suit.

.2 Armored cable with thermoplastic jacket(Teck90): For connections to outdoor equipment & as noted on drawings.

.3 AC90 Armoured cable(BX): With couplings, sized as indicated, for all wiring cable ends shall be protected with bushings of insulated material or

equivalent devices. BX shall be used for final short connections between junction boxes in ceiling space to ceiling mounted lighting fixtures or to feed

outlets, receptacles in the drywall partitions. BX cables are not allowed to run in the open ceiling areas.

.4 Provide separate insulated bond conductor, same gauge as phase conductors in raceways or conduits.

5. Outlet, Pull & Junction Boxes

.1 Provide electro-galvanized steel single or multiple gang boxes for flush installation of all devices & communications outlets

as indicated. Boxes shall be code gauge & sized to meet the electrical code requirements. Equip all boxes with extension &

plaster rings as required.

.2 Provide FS or FD utility for outlets connected to surface mounted conduit, boxes shall be sized to meet the electrical code

requirements.

.3 Provide 4"(100mm) square or octagonal outlet boxes for flush lighting fixtures.

.4 Provide welded steel junction/pull boxes with hinged covers for surface mounting as required to facilitate conductor

installation. Generally such boxes will be located so as not to exceed 100'(30.5m) of conduit run & 2-90Ø bends between

pull boxes. Provide additional junction/pull boxes as required. Ensure all junction/pull boxes are accessible when all work is

complete.

.5 Support all boxes independently of connecting conduits.

.6 For flush installations, mount outlets flush with finished wall using tile rings to permit wall finish to come within 1/4"(6mm)

of opening.

.7 Do not install outlets back-to-back in hollow walls; allow minimum 6"(150mm) horizontal distance between boxes located on

opposite sides of the same wall.

6. Wiring Devices

.1 Change location of outlet, including service poles, at no extra cost or credit, providing distance does

not exceed 3m from that indicated, and information is given before installation.

.2 Adjust outlet as required to suit final finishes.

.3 Equipment mounting height is from finished floor to equipment centerline unless specified or

indicated otherwise.

.4 If equipment mounting height is not indicated, verify with engineer before proceeding with installation.

.5 Install electrical equipment at following heights unless indicated otherwise (refer also to architectural drawings).

- Local switches: 1200mm (48") (lights, fans)

- Time switches: 1370mm (54")

- Door release pushbutton: 1000mm (40")

- Power receptacles (wall): 400mm (16")

- Power receptacles (above countertop splashback): 150mm (6")

- Communications outlets: 400mm (16")

- Emergency battery & remote units: 2250mm (90")

- Wall mounted exit lights: 2450mm (98")

- Fire alarm bells: 2100mm (84")

- Fire alarm pull stations: 1200mm (48")

- Fire alarm control panel: 1500mm (60") to top of panel

- Intrusion alarm key pad: 1200mm (48")

- Panelboards: 1375mm (55")

7. Motor & Controls

.1 Magnetic and combination magnetic motor controllers: Solenoid operated FVNR NEMA contactors in EEMAC 1 enclosures. Manually resettable

bi-metalic overload relays and heaters in each phase to suit motor controlled. Unit c/w control transformer, 1 N-O and 1 N-C auxiliary contacts.

H-O-A selector switch and green "run" and red "stopped" pilot lights. Combination types to include disconnect switch and UL class J HRC-I time

delay fuses to suit motor controlled.

.2 Manual motor starter: Manual motor starters of size, type, rating, and enclosure type as indicated,

with components as follows:

.1 Switching mechanism, quick make and break.

.2 Overload heater, manual reset, trip indicating handle.

.3 Toggle switch: Standard labeled as indicated.

.4 Indicating light: Standard red.

.5 Locking tab to permit padlocking in 'on' or 'off' position.

.3 Manual motor switch: Manual motor switch rated at 30A with flush mounted enclosure. Cutler Hammer #B230AN. NEMA-1 aluminum enclosure with

padlock guard for locking in the off or stop position. Cutler Hammer #B230AG.

.4 Acceptable manufacturer: Allen Bradley, Cutler Hammer, Furnas, Square D.

8. Disconnect Switches

.1 Fusible and non-fusible disconnect switches as indicated. Provision for padlocking in 'off' position. Mechanically interlocked door to prevent opening

in 'on' position. Quick-make, quick-break action. 'On-off' indication on cover. Fuses shall be HRC-J.

9. Grounding

.1 The entire electrical system shall be grounded in accordance with the Canadian Electrical Code section 10, and local authority having jurisdiction

over installation.

.2 Make grounding connections in radial configuration only, with connections terminating at single grounding point. Avoid loop connections.

.3 All metal piping such as, but not limited to, water, sewage and gas, shall be bounded with minimum #6 AWG to the main system ground.

10. Panelboards

.1 Panelboards: Shop assembled commercial integrated type, voltage, phase, mains, capacity, circuit breakers and mounting as indicated. Aluminum

or copper bus with neutral of same ampere rating as mains.

.2 Provide circuit breakers for new panelboards. moulded case, bolt-on, Quick make-quick break, thermal-magnetic tripping breakers with 18,000A

(symmetrical) interrupting capacity. Circuit breakers shall be new with full manufacturer's warranty and purchased through authorized distributor.

.3 Provide type written directories in all panels showing type and location of each circuit.

.4 Provide a separate isolated ground bus.

.5 Flush mounted panelboards shall have 2-25mm (1") EMT empty conduits stubbed into ceiling space for future connections, complete with pull rope.

.6 Equip breakers serving exit lights, fire alarm system, intrusion alarm system, CCTV system and all emergency circuits with lock-on devices.

.7 Acceptable Manufacturer: Cutler-Hammer, Federal Pioneer, Siemens, Square D.

11. Mechanical Equipment

Unless otherwise shown on plan, for mechanical equipment provided by the mechanical trade requiring electrical power, the electrical trade shall

provide the following:

.1 The necessary power distribution equipment at the electrical room.

.2 The necessary conduit and wire to the mechanical equipment location.

.3 A terminating disconnect switch, unless provided for by the equipment manufacturer.

.4 Any miscellaneous items necessary to complete the work as shown on the drawing.

.5 The electrical trade shall verify all motor connections for proper phase rotation, where applicable.

12. Lighting

.1 Provide luminaires as indicated on the luminaire schedule and/or as specified under this section. These must and shall be complete with all

necessary plaster frames, hangers, lamps, louvers, diffusers, canopies, supports, brackets, etc.

.2 Contractor shall include in his tender, the luminaire(s) that are being specified. If an alternate manufacturer is named, it is mandatory that the

luminaire be equivalent in all respects, i.e. same lens, equivalent frame, performance, paint finish, ballast, construction quality, etc. Alternate

manufacturers or alternate luminaire types must be offered as an alternative only, to the base bid, with a separate price stated in the tender. Low

bidder will be determined on the basis of the specified items, not on "alternate saving".

.3 Position light as indicated. Adjust locations of luminaires to suit ceiling grid as indicated. Advise engineer if locations shown to change more than

150mm (6").

.4 Support all linear fixtures from building structure. T-bar support not acceptable.

.5 All luminaires which are located in suspended ceilings shall be supported by approved chains. Which shall allow the luminaires to be supported

independent of the ceiling system. A 1'x4' luminaire shall be supported with two (2) chains and a 2'x4' luminaire shall be supported with four (4)

chains to the roof structure or slab above. Anchor chains to joist and bridging where possible. When connecting to steel deck, anchor to side flutes.

.6 This contractor shall remove and dispose of all lighting not being re-used under new scheme whether shown on drawing or not.

13. Exit Lighting

.1 Exit Lights: Universal mounted, extruded aluminum captive mounting face plate, white baked enamel finish, running man style 120V AC.

Lamps: Flush mounted LED's, 10 watts maximum power consumption per face, 25 year minimum life c/w necessary transformers and solid state

components, 120V AC/12V DC.

Acceptable manufacturer: Dualite, Emergi-Lite, Hubbell, Lumacell, Luxnet, Aimlite.

.2 Number of exit light faces, mounting, arrows as indicated.

.3 Connect exit lights to dedicated circuit as indicated on drawings.

14. Emergency Lighting System

.1 Emergency light battery: Sealed lead oxide with 5 year life, complete with 2-12W, 12V, micro quartz lamps, auto test, auto-charger, and low voltage

disconnect. 120V AC input and 12V DC output.

Acceptable manufacturer: Dualite, Emergi-Lite, Lumacell, Luxnet, Aimlite.

.2 Emergency light heads: 2-12W, 12V micro style quartz lamps as indicated.

Acceptable manufacturer: Dualite, Emergi-Lite, Luxnet. Note: select same manufacturers as for battery unit supplying heads.

.3 Emergency light heads: 2-12W, 12V micro style quartz lamps as indicated.

Acceptable manufacturer: Dualite, Emergi-Lite, Luxnet. Note: select same manufacturers as for battery unit supplying heads.

.4 Connect heads to emergency lighting unit batteries with minimum #12 AWG conductors as indicated. Size conductors for minimum 3% voltage drop

as per CEC 2012.

15. Lighting Control System

.1 Locate light switches as indicated. Verify exact locations with owner prior to roughing-in.

18.01.17

SPECIFICATIONS

16. Data/Communication Systems

.1 Provide conduit and tray raceway for systems as indicated on drawings.

.2 Horizontal cabling is to be standard plenum rated CAT5e cable complete with jacks and patch cords. Cabling in trays to be armoured.

.3 Termination of communication wiring is to be completed by others.

.4 Communication devices to be provided by owner.

Communication wiring

285 ST. GEORGE STREET, PO BOX 310,

ANNAPOLIS ROYAL, NS B0S 1A0

TENDER NO. 17-353541B

THE ACADEMY PROJECT LIBRARY RENOVATIONS

590 ST. GEORGE STREET ANNAPOLIS ROYAL, NS

January 2018

TOWN OF ANNAPOLIS ROYAL

THE ACADEMY PROJECT

LIBRARY RENOVATIONS


TABLE OF CONTENTS Section 00 01 10

Page 1

2017-11-30

Section Title Pages

00 01 10 Table of Contents 1

00 10 00 Invitation to Tender 2

00 12 00 Summary Sheet 1

00 14 00 Articles of Agreement 3

00 20 00 ‘A’ Terms of Payment 4

00 30 00 ‘B’ General Conditions 18

00 40 00 ‘C’ Instructions to Tenderers 6

00 65 00 ‘E’ Insurance Schedule 1

00 70 00 ‘F’ Tender Form 4

00 85 00 ‘G’ Plans and Specifications 2


THE ACADEMY PROJECT

LIBRARY RENOVATIONS


INVITATION TO TENDER Section 00 10 00

Page 1

2017-11-30

INVITATION TO TENDER

Sealed tenders will be received by the Town of Annapolis Royal, until 1:00pm on February 13, 2018,

for the following project:

Project Name: Tender No. 17-353541B

The Academy Project

Library Renovations

Annapolis Royal, Annapolis County, Nova Scotia

Tender Close Location: Town of Annapolis Royal

285 St. George Street

Annapolis Royal, NS

B0S 1A0

TENDER DOCUMENTS

Plans, Specifications, Tender documents and other project information, may be obtained from the Town

of Annapolis Royal office in pdf format, free of charge.

Documents: Town of Annapolis Royal


Annapolis Royal, NS

B0S 1A0

TENDER DEPOSIT

General Contractor’s tenders must be accompanied by a bid bond or certified cheque in the amount of

10% of the contract tender price.

TENDER SUBMISSION

Tenders shall be made on the forms provided, typewritten or completed in ink and signed by duly

authorized personnel of the submitting organization. One copy shall be submitted in a sealed envelope

and identified as:

Tender No. 17-353541B

The Academy Project

Library Renovations


Closing at 1:00pm, local time, February 13, 2018


THE ACADEMY PROJECT

LIBRARY RENOVATIONS


INVITATION TO TENDER Section 00 10 00

Page 2

2017-11-30

And will be addressed as follows:

Attn: Gregory Barr, CAO

Town of Annapolis Royal


Annapolis Royal, NS

B0S 1A0

PROJECT DATES

All works: Contract Award: February 28, 2018

Final Completion: July 20, 2018

TECHNICAL ENQUIRIES

All queries must be submitted in writing prior to February 7, 2018 @ 1:00 pm and addressed to:

Project Manager: Michael Brown

Hatch

Email: [email protected]

Phone: 902-420-6492

BIDDERS SITE VISIT

A bidders site visit is scheduled for January 31, 2018 @ 10:00 am.

The lowest/highest or any tender will not necessarily be accepted.


THE ACADEMY PROJECT

LIBRARY RENOVATIONS


SUMMARY SHEET Section 00 12 00

Page 1

2017-11-30

Page 1 of 1

We, the tenderer, have examined the plans and specifications and the site of the Work and hereby agree to

supply all labour, materials, equipment, tools and incidentals to complete the Work for the prices quoted.

TOTAL TENDER PRICE (excluding HST) $

Total Performance of the Work shall be completed no later than July 20, 2018 , provided that project is

awarded no later than February 28, 2018.

Addenda No. to inclusive were carefully examined and taken into

consideration in the preparation of this tender.

Name of Tenderer

Name and Title of Authorized

Representative ( Please Print )

Signature

Address of Tenderer

Telephone # Fax #

Tenderer’s Tax Registration No.

**** End Summary ****




ARTICLES OF

AGREEMENT

Section 00 14 00

Page 1

2017-11-30

THESE ARTICLES OF AGREEMENT made in triplicate this...................................day of............ 2018:

BY AND BETWEEN: Town of Annapolis Royal


Annapolis Royal, NS

B0S 1A0

(referred to in the documents forming the contract as the "Owner")

AND: .............................................

.............................................

.............................................

(referred to in the documents forming the contract as the “Contractor")

WITNESS that the Owner and the Contractor covenant and agree as follows:

ARTICLE I

The Contractor shall in a careful and workmanlike manner execute the following work; within the time herein

limited:


The Academy Project

Library Renovations


which work is more particularly described in the documents that are attached hereto, entitled "Plans and

Specifications" marked "G" (referred to in the documents forming the contract as the "Plans and Specifications") at

the place and in the manner therein set out, and for which;

Hatch Corporation

Suite 1009, 1809 Barrington Street

Halifax, Nova Scotia, B3J 3K8

Is acting as and is hereinafter referred to as the “Engineer” and/or “Consultant”

ARTICLE II

1 The Owner shall pay to the Contractor as consideration for the execution of the portion of the work to

which the fixed price arrangement is applicable the sum of $__________ (subject to any additions or

deductions provided for in these Articles, the General Conditions, the Terms of Payment or the Labour

Conditions, except any addition or deduction which is expressly stated to be applicable only to a unit price

arrangement), at the times and in the manner set out or referred to in the document that is attached hereto

entitled "Terms of Payment" and marked "A" (referred to in the documents forming the contract as the

"Terms of Payment").

ARTICLE III

1 Subject to sections 2 and 3 of this Article, bound documents (A) and (B) in addition to attached documents

(C), (E), (F) and (G) hereto entitled

(A) "Terms of Payment" and marked "A"

(B) "General Conditions" and marked "B"

(C) "Instructions to Tenderers" and marked "C"




ARTICLES OF

AGREEMENT

Section 00 14 00

Page 2

2017-11-30

(E) "Insurance Schedule" and marked "E"

(F) "Tender Form" and marked "F"

(G) "Plans and Specifications" and marked "G"

all form part of the contract between the Owner and the Contractor.

2 Any provision of these Articles, the Terms of Payment and the General Conditions which are expressly

stated to be applicable only to a fixed price arrangement are not applicable to the whole or to the portion of

the work to which the unit price arrangement is applicable.

ARTICLE IV

1 With respect to the execution of the work by the Contractor;

(a) The security deposit having a current market value of $ ......................... that has been deposited

with the Owner by the Contractor for the due fulfilment of the contract shall be dealt with in

accordance with the provisions concerning security deposit in the General Conditions; or

(b) A surety company has furnished or has undertaken to furnish a Performance Bond, (insert details -

name of company, amount, date, etc.)

and a Labour and Material Payment Bond, (insert details - name of company, amount, date, etc.)

which bond or bonds shall operate according to their tenor.

2 Where bonds are provided under paragraph 1(b), the Contractor shall post on the site of the work a notice

that a Labour and Material Payment Bond is in force together with the name and address of the surety

company thereunder, a definition of those persons protected thereunder and an outline of the procedure for

submitting a claim thereunder.

ARTICLE V

For all purposes of or incidental to the contract, the Contractor's address shall be deemed to be:

.......................

ARTICLE VI

Any provision of this Contract prohibited by the applicable law of the Province of Nova Scotia shall be ineffective

to the extent of such prohibition without invalidating the remaining provisions of this Contract.




ARTICLES OF

AGREEMENT

Section 00 14 00

Page 3

2017-11-30

SIGNED, SEALED AND DELIVERED

In the Presence of:

Witness "The Owner"

......................................................... ..........................................................

......................................................... ..........................................................

......................................................... ..........................................................

Witness "The Contractor"

......................................................... ..........................................................

......................................................... ..........................................................

......................................................... ..........................................................




TERMS OF PAYMENT ‘A’ Section 00 20 00

Page 1

2017-11-30

1. TOTAL PAYMENT

Subject to the provisions of the General Conditions, the Owner shall pay to the Contractor at the

times and in the manner hereinafter set out the amount by which the Contractor shall accept the

payment as full consideration for everything furnished and done by him in respect of the work.

2. PROGRESS PAYMENTS

(1) For the purposes of this section "Payment Period" means an interval of thirty days or

such other interval as the Contractor and Engineer-Architect agree upon.

(2) On or after the end of each Payment Period, a progress claim in writing showing the

amount of each class of work performed and materials furnished during such Payment

Period, with the value of work computed, shall be prepared by the Contractor and

submitted to the Engineer-Architect for approval.

(3) The Engineer-Architect shall within ten days endorse his approval or amended approval

on the copies of the progress claim, after making such alterations therein as he may deem

proper, and shall forward one copy to the Owner, return one copy to the Contractor, and

retain one copy in his possession and the progress claim so approved shall be the basis of

the payment by the Owner.

(4) In respect of each progress claim, the contractor shall deliver to the Owner;

(a) a Statutory Declaration deposing, or

(b) if required by the Owner, documentary proof verifying that all his lawful

obligations to subcontractors, workmen and suppliers of material in respect of the

work as at a date not greater than forty-five days prior to the date of the progress

claim have been fully discharged.

(5) The Owner shall, within twenty days after receipt of the approved progress claim from

the Engineer-Architect and receipt of the statutory declaration or proof of payment

required under subsection (4), pay to the Contractor an amount equal;

(a) when a Labour and Material Payment Bond was required of and furnished by

him, to 85% of the amount of the progress claim.

(6) Upon the expiration of 60 days from the date of issuance of an Interim Certificate of

Completion under the General Conditions or 30 days after the Contractor has delivered to

the Owner an invoice approved by the Engineer-Architect, showing the method by which

the amount claimed therein was calculated, whichever is the later date, and if the

Contractor has made and delivered to the Owner his Statutory Declaration deposing or

proof of payment, if required by the Owner, verifying the fact that all his lawful

obligations to subcontractors, workmen and suppliers of material in respect of the work

are fully discharged and that all other lawful claims against him in respect of the work

including Workmen's Compensation assessments, have been satisfied or provided for, the

amount described in section 1 as estimated by the Engineer-Architect less the aggregate

of;

(a) all payments made pursuant to subsection (5);

(b) an amount equal to double the estimated cost to the Owner of completing the

items and doing the things described in the Interim Certificate of Completion,

which in the opinion of the Engineer-Architect, are brought about by defects and





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faults in the work;

(c) an amount equal to double the cost to the Owner of completing the items and

doing the things described in the Interim Certificate of Completion other than

items or things to which paragraph (b) applies;

(d) all payments made pursuant to section 7; and

(e) all amounts retained pursuant to a maintenance and guarantee provision, Section

8, contained in the contract shall become due and payable by the Owner to the

Contractor.

(7) Upon the expiration of 60 days from the date of issuance of the Final Certificate of

Completion under the General Conditions or 30 days after the Contractor has delivered to

the Owner an invoice approved by the Engineer-Architect, showing the method by which

the amount claimed therein was calculated (whichever is the later date), and if the

Contractor has made and delivered to the Owner his Statutory Declaration or proof of

payment, if required by the Owner, verifying the fact that all his lawful obligations and

lawful claims against him, arising out of the work, have been discharged and satisfied,

the amounts described in section 1 less the aggregate of

(a) all payments made pursuant to subsection (5);

(b) all payments made pursuant to subsection (6);

(c) all payments made pursuant to section 7, and

(d) all amounts retained pursuant to a maintenance and guarantee provision, section

8, contained in the contract,

shall become due and be payable by the Owner to the Contractor.

(8) Where the Contractor does not provide the Owner with a Statutory Declaration or proof

of payment required within the time limited therein, the Owner may withhold payment of

the monies which would otherwise have become due until the Statutory Declaration or

proof of payment is provided by the Contractor to the Owner and the Owner during this

period of time shall not be required to pay interest as provided for in section 6.

3. CLAIM PAYMENT NOT ACCEPTANCE

Neither a Progress Claim nor a payment by the Owner pursuant thereto shall be construed as

evidence that the work, material or any part thereof is complete, is satisfactory or is in accordance

with the contract.

4. OWNERS DELAY IN PAYMENT

Delay by the Owner in making a payment when it becomes due and is payable shall, if the delay

continues for more than fifteen days, entitle the Contractor to interest on the overdue payment and

the Owner shall pay to the Contractor interest thereon from the said fifteenth day until paid at the

rate being charged by the Canadian chartered banks on prime commercial accounts as of the date

from which such interest was payable.

5. OWNERS RIGHT OF SET-OFF

(1) Without restricting any right of set-off given or implied by law, the Owner may set-off

against any amount payable to the Contractor under the contract, any amount payable to

the Owner by the Contractor under this contract or under any current contract and,





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without restricting the generality of the foregoing, the Owner may when making payment

deduct from the amount payable any amount which is then payable to the Owner or the

Province of Nova Scotia by the Contractor under the contract or which, by virtue of the

right of set-off, may be retained by the Owner.

(2) For the purposes of this section "current contract" means:

(a) a contract between the Owner and the Contractor under which the Contractor has

an undischarged obligation to perform or supply work, labour or materials, or

(b) a contract between the Owner and the Contractor in respect of which the Owner

has since the date on which this contract was entered into, exercised the right to

take the work, the subject of that contract, out of the Contractor's hands.

6. PAYMENT WHEN CONTRACT TERMINATED

In the event that the contract is terminated pursuant to the General Conditions the Owner shall as

soon as is practicable under the circumstances pay to the Contractor the amount, if any, payable

to the Contractor pursuant to that section.

7. INTERIM RELEASE OF HOLDBACK

(1) The Owner may at any time, but not more than twice during the term of the contract, on

the written application of the Contractor and with the approval of the surety, pay to the

Contractor all, or a portion of, the percentage amounts retained up to that time in respect

of payments on Progress Claims.

(2) Subject to the approval of the surety, the making of any such payment, and the amount

thereof, are wholly in the discretion of the Owner.

8. HOLDBACK FOR MAINTENANCE AND GUARANTEE PERIOD

(1) The owner shall retain fifteen percent (15%) of the amount of each progress claim for

maintenance and guarantee.

(2) Sixty (60) days after the date of a Certificate of Substantial Performance of the Work, if

issued, otherwise sixty (60) days after the date stated in the Certificate of Provisional

Acceptance of the Work, pay to the Contractor, the 15% holdback monies less two

hundred percent (200) of the value of any uncorrected deficiencies, provided that the

Contractor has submitted to the Engineer, prior to payment the following:

(a) A current Statutory Declaration verifying that all subcontractors, suppliers,

labout and accounts for services, materials, machinery and equipment and any

other indebtedness which may have been incurred by the Contractor, directly or

indirectly, in the performance of the Work have been fully paid by the contractor

except for holdbacks on subcontracts listed in this Statutory Declaration and that

mentioned herein, for Work done or materials furnished or in respect of anything

done under or by virtue of the Contract;

(b) A letter of clearance or certificate from the Workers Compensation Board

verifying that all assessments due by the Contractor have been fully paid;

(c) A statement verifying that all claims and demands for extra work or otherwise

under or in connection with the contract have been presented to the Engineer;

(d) A letter from the contractor’s surety (if any) approving the release of holdback;





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(e) All record Documents, showing changes as constructed, Operating and

Maintenance Manuals, guarantees, warranties, certificates, reports, spare parts

and spare materials required by the Contract Documents.

9. LIQUIDATED DAMAGES FOR DELAY

(1) Liquidated Damages shall be payable to the Owner if the Work has not been completed

by the completion date as established with the Owner, or the completion date as

extended.

(2) The Contractor will be expected to complete the Work within the time given in his

Tender Form. It shall be clearly understood by the Contractor, that whereas the diligent

and effective prosecution of the Work and the completion thereof is a material part of the

Agreement, and that the Owner may sustain damage or loss as a result of the Contractor’s

failure to complete the Work within the time agreed upon and any extension of time as

provided herein, the Contractor will pay the Owner liquidated damages and not as a

penalty, for each calendar day the completion of the Work is delayed beyond the

completion date, or the completion date as extended.

(3) Should Liquidated Damages be inapplicable for any reason or should the Contractor

abandon or refuse to do any Work the Owner shall be entitled to such damages for delay

as set out in the Contract herein.

(4) Any extension of time that may be granted the Contractor shall be so granted and

accepted without prejudice to any rights of the Owner whatsoever, under this Contract,

should the Work not be completed on the said completion date or any extension thereof

as provided by the contact hereof the Owner shall have the authority to deduct the

liquidated damages from any payments which become due and payable to the Contractor

under this Contract.

(5) The value of liquidated damages payable to the Owner for the duration of the Period of

Delay is $500 per day.


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1. DEFINITIONS

In this specification, the following words and expressions shall have the meanings hereinafter assigned to

them, except where the context otherwise requires.

.1. The “Town of Annapolis Royal “ or “The Owner” shall mean the Owner/Council of the Town of

Annapolis Royal, Nova Scotia and includes the Owner’s personal representatives or successors.

.2 “The Consultant” shall mean the consulting engineering firm or individual currently licensed to practice

in the Province of Nova Scotia, assigned or approved by the Owner to carry out the various professional

services required to complete the project.

.3 “The Contract” shall mean the Agreement between the Owner and the selected tenderer governing the

execution of the work.

.4 “The Contractor” shall mean the party or parties, person or persons, firm or company, whose tender for

the execution of the work has been accepted by the Owner and includes the contractor’s personal

representatives, successors and permitted assigns.

.5 “The Engineer” shall mean the Project Manager, the Project Engineer representing Town of Annapolis

Royal or any other authorized person as may be appointed to supervise the carrying out of the Contract.

.6 “The Plans” shall mean and include the plans, sections and other delineations which accompany or are

referred to in the specifications and any modification of such plans approved in writing for the contract

and any additional plans prepared by the Engineer to facilitate the work.

.7 “The Site” shall mean the lands and other places, on, under, in or through which the works are to be

executed or carried out.

.8 “The Specifications” shall mean all sections included in this document including the form of tender,

instructions to tenderers, general conditions of contract, plans and technical specifications contained

herein and on the plans and all supplementary specifications issued for the tender.

.9 “Working Day” shall mean Monday to Friday inclusive, from 7:30am to 5:30pm, of any week excluding

statutory holidays.

.10 “The Work” shall mean all the work set out and described in “The Plans” and “The Specifications” to be

executed in accordance with the contract.

.11 “Incidental items” shall be any item of work, material, labour or equipment necessary to complete a

specified item of work in accordance with these specifications, supplementary general or technical

specifications, contract drawings or as otherwise required by either a manufacturer or in accordance with

recognized standard practice and procedures, for which there is no particularly identified or specified

item under any other part of the Owner’s specifications and for which no payment will be made.

2 ADHERENCE TO PLANS AND SPECIFICATIONS

.1 The Contractor shall execute the works strictly in accordance with the plans and specifications, or with

any Supplementary directions, details or Change Orders ordered by the Engineer, as required for the

proper completion of the contract.


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3 DOCUMENTS

.1 The Contractor will be provided without charge, one (1) digital copy of the Project Documents or parts

thereof as are reasonably necessary for the performance of the Work.

.2 It is the responsibility of the Contractor to ensure that they are in possession of drawings “APPROVED

FOR CONSTRUCTION” before commencement of any work.

.3 The Contractor shall keep one copy of current Contract Documents and shop drawings at the Place of the

Work, in good order and available to the Engineer and his representatives. This requirement shall not be

considered to include the executed set of Contract Documents.

.4 Drawings, Specifications, Models and copies thereof furnished by the Engineer are and shall remain his

property except for the signed Contract sets belonging to each party to this Contract. Such documents

and models are to be used only with respect to the Work and are not to be used on other Work. Such

documents and models are not to be copied or revised in any manner without the written authorization of

the Engineer.

4 MEASUREMENTS, PRECEDENCE AND DISCREPANCIES

.1 In interpreting the Plans and Specifications:

(a) Figured dimensions shown on the drawings will take precedence over scaled measurements. The

Contractor will report any discrepancy to the Engineer.

(b) The Specifications are intended to indicate the qualitative aspects of the work and will take

precedence in this respect.

(c) The drawings are intended to show the location and quantitative aspects of the work and will

take precedence in this respect.

5 CONTRACT BINDING

.1 The Contract shall insure to the benefit of and be binding upon the parties hereto and their heirs,

executors, administrators, successors, and assigns.

6 ASSIGNMENT

.1 The Contract may not be assigned without the written consent of the Owner.

7 INDEMNITY BY CONTRACTOR

.1 Except as provided in Section 8, the Contractor shall indemnify and save harmless the Owner from and

against all claims, demands, losses, costs, damage, actions, suits, or proceedings by whomsoever made,

brought or prosecuted in any manner based upon, arising out of, related to, occasioned by or attributable

to the activities of the Contractor in executing the work under the contract or to an infringement or an

alleged infringement by the Contractor of a patent of invention.

.2 For the purposes of subsection .1, "activities" includes an act improperly carried out, an omission to

carry out an act and a delay in carrying out an act.

8 INDEMNITY BY OWNER

.1 The Owner shall indemnify and save harmless the Contractor from and against all claims, demands,


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losses, costs, damage, actions, suits or proceedings arising out of his activities under the contract which

are directly attributable to

(a) lack of title, a defect in title or an alleged lack of title or defect in title to the site of the work; or

(b) an infringement or an alleged infringement of any patent of invention in executing anything for

the purposes of the contract, the model, plan or design of which was supplied by the Owner to

the Contractor.

9 ELECTED MEMBERS

.1 No member of the Owner's Council or member of the Legislative Assembly of the Province of Nova

Scotia shall be admitted to any share or part of the contract or to any benefit arising therefrom unless

such member of the Council falls within the latest requirements of the Elections Act, Acts of Nova

Scotia.

.2 No member of the Owner's Council shall be admitted to any share or part of the contract or to any benefit

arising therefrom if the Owner's funds are involved, whether directly or indirectly, in the payment for or

financing of such contract.

10 SERVING NOTICES

.1 Notices shall be in writing and shall

(a) be delivered to the Contractor in person, or, if the Contractor is a corporation or partnership, be

delivered to the superintendent or to a senior administrative officer of the corporation or

partnership, or

(b) be sent by mail (including electronic mail) to the Contractor or his superintendent addressed to

the address mentioned in the contract, and if any question arises as to when any such notice was

given to or received by the Contractor it shall be deemed to have been sufficiently given to and

received by him,

(c) if it were delivered pursuant to paragraph (a), on the day it was delivered, or

(d) if it were sent by mail pursuant to paragraph (b), on the day it was received by the Contractor or

on the sixth day after it was mailed, whichever is the earlier.

11 AUTHORITY OF THE ENGINEER

.1 The Engineer will provide administration of this Contract as described in the Contract Documents.

.2 The Engineer, appointed by the owner, will be the Owner's representative during construction and until

completion of any correction of defects under the provisions of warranty, or until the issuance of the

Certificate of Final Performance of the Work, whichever is later. The Owner's instructions to the

Contractor shall be forwarded through the Engineer. The Engineer will have authority to act on behalf of

the Owner only to the extent provided in the Contract Documents, unless otherwise modified by written

agreement.

.3 The Engineer will not be responsible for and will not have control or charge of construction means,

methods, techniques, sequences or procedures required for the Work in accordance with the applicable

Nova Scotia construction practices. The Engineer will not be responsible for or have control or charge

over the acts or omissions of the Contractor, his Subcontractors, or their agents, employees or other

persons performing any of the Work.

.4 The Engineer will have authority to reject work which in his opinion does not conform to the

requirements of the Contract Documents. Whenever he considers it necessary or advisable he will have


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authority to require special inspection or testing of work whether such work has been fabricated, installed

or completed. However, neither the Engineer's authority to act nor any decision made by him either to

exercise or not to exercise such authority, shall give rise to any duty or responsibility of the Engineer to

the Contractor, his subcontractors, or their agents, employees or other persons performing any of the

Work.

12 NO IMPLIED OBLIGATION

.1 No implied obligation of any kind by or on behalf of the Owner shall arise from anything in the contract,

and the express covenants and agreements herein contained and made by the Owner are and shall be the

only covenants and agreements upon which any rights against the Owner are to be founded; and, without

limiting the generality of the foregoing, the contract supersedes all communications, negotiations and

agreements, either written or oral, relating to the work and made prior to the date of the contract.

.2 Nothing contained in the Contract Documents shall create any contractual relationship between the

Engineer and the Contractor, his Subcontractors, his suppliers, or their agents, employees or other

persons performing any of the Work.

13 DISPUTE & ARBITRATION

.1 Claims, disputes and other matters in question relating to the performance of the Work or the

interpretation of the Contract Documents, shall be referred initially to the Engineer in writing for

decision which he will give in writing within a reasonable time.

.2 Any claim or dispute involving the Owner and the Contractor may, by agreement of the parties, be

submitted to arbitration.

.3 Should the Owner in accordance with this section agree to enter an Agreement to Arbitrate the

Agreement shall be limited to matters contained in the claim submitted by the Contractor and shall

stipulate that the arbitration is not binding on either party.

14 DEFAULT OR REMOVAL OF WORK FROM CONTRACTOR

.1 In any of the following cases, namely,

(a) where the Contractor has made default or delayed in commencing or in diligently executing the

work or any portion thereof to the satisfaction of the Engineer and the Engineer has given notice

thereof to the Contractor and has by such notice required the Contractor to put an end to such

default or delay, and such default or delay continues for six (6) days after such notice was given;

(b) where the Contractor has made default in the completion of the work, or any portion thereof,

within the time limited for such completion by the contract;

(c) where the Contractor has become insolvent;

(d) where the Contractor has committed an act of bankruptcy;

(e) where the Contractor has abandoned the work;

(f) where the Contractor has made an assignment of the Contract without the required consent; or

(g) where the Contractor has otherwise failed to observe or perform any of the provisions of the

Contract the Owner may, without any other authorization, take all or any portion of the work out

of the Contractor's hands and may employ such means as he may see fit to complete the work.

.2 Where the work or any portion thereof has been taken out of the Contractor's hands under subsection .1

the Contractor shall not, except as provided in subsection .3, be entitled to any further payment in respect

of the work so affected including payments then due and payable but not paid, and the obligation of the


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Owner to make payments in respect thereof as provided for in the Terms of Payment shall be at an end

with respect to that portion of the work taken out of his hands, and the Contractor shall be liable to and

upon demand therefore shall pay to the Owner an amount equal to all loss and damage suffered by the

Owner by reason of the non-completion of the work by the Contractor.

.3 Where the work or any portion thereof has been taken out of the Contractor's hands under subsection .1

and is subsequently completed by the Owner, the Engineer shall thereafter determine the amount, if any,

of holdback and progress claims of the Contractor in respect thereof unpaid at the time of taking the

work out of his hands that in his opinion are not required by the Owner for the purposes of the Contract

and the Engineer shall, if he is of the opinion that no financial prejudice to the Owner will result,

authorize payment of that amount to the Contractor.

15 CONTRACTOR’S CONTINUING OBLIGATION

.1 The taking of the work, or any portion thereof, out of the Contractor's hands pursuant to Section 14 does

not relieve or discharge the Contractor from any obligation under the contract or imposed upon him by

law except the obligation under the contract to complete the physical execution of that portion of the

work so taken out of his hands.

.2 If the work or any portion thereof is taken out of the Contractor's hands pursuant to Section 14, all

materials and the interest of the Contractor in all real property, licenses, powers and privileges acquired,

used or provided by the Contractor for the work shall be the property of the Owner without

compensation to the Contractor.

16 SUSPENSION OF WORK

.1 The Engineer may require the Contractor to suspend execution of the work either for a specified or

unspecified period by giving notice to that effect to the Contractor.

.2 The Contractor upon receiving notice of the Owner's requirement pursuant to subsection .1 shall suspend

all operations except those which, in the Engineer's opinion, are necessary for the care and preservation

of the work, the materials and plant.

.3 During the period of suspension the Contractor shall not remove from the site any part of the work, any

materials or any plant without the consent of the Engineer.

.4 If the period of suspension is 30 days or less, the Contractor, upon the expiration of the period of

suspension, shall resume the execution of the work and except where the suspension order was due to the

Contractor not diligently prosecuting the work or failing to prosecute the work in a good and

workmanlike manner he is entitled to be paid the cost of any plant, labour and material necessarily

involved in complying with the suspension.

.5 If the period of suspension is more than 30 days and if, upon the expiration of the period of suspension,

the Engineer and the Contractor agree that the execution of the work be completed by the Contractor, the

Contractor shall resume operations and complete the execution of the work in accordance with any terms

and conditions agreed upon by the Engineer and the Contractor.

.6 If upon the expiration of a period of suspension of more than 30 days, the Engineer and the Contractor

do not agree that the work will be completed by the Contractor or they are unable to agree upon the terms

and conditions under which the Contractor will complete the work, the notice of suspension shall be

deemed to be a notice of termination.


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17 TERMINATION OF CONTRACT

.1 The Owner may at any time by giving notice to that effect terminate the contract.

.2 The Contractor shall upon receipts of a notice pursuant to subsection .1 cease all operations forthwith.

.3 If the contract is terminated pursuant to subsection .1 the Owner shall pay to the Contractor an amount

equal to the lesser of

(a) the value as agreed upon by the Contractor and the Engineer of all work performed by the

Contractor as at the date of termination or, if the Contractor and the Engineer cannot agree, as

calculated in accordance with the formula set out in the Contract Document less all amounts

already paid to the Contractor by the Owner and less all amounts which the Contractor is liable

to pay to the Owner; and

(b) the amount calculated in accordance with the terms of payment which would have been payable

to the Contractor had he completed the work.

18 SUB-CONTRACTING

.1 Except for the subcontracting proposed by the Contractor in his accepted tender, neither the whole nor

any part of the work may be subcontracted by the Contractor without the consent of the Engineer.

.2 Every Subcontract by the Contractor, whether as proposed in the approved tender or as approved by the

Engineer under subsection .1, shall provide that the subcontractor shall comply with all terms and

conditions of this contract which can reasonably be applied to his undertaking.

.3 The Contractor shall include as part of his Contract, all Subcontracts for such portions of the work not

done by the Contractor's organization.

.4 The Contractor shall not make any changes to the named Subcontractors listed in the tender form unless

written approval of the change is received from the Engineer.

19 INSURANCE

The Contractor shall provide, maintain and pay for the insurance coverage listed in “Insurance Schedule

‘E’”.

20 BONDS

.1 The Contractor shall provide to the Owner a Performance Bond and a Labour and Material Payment

Bond per the requirements set out in the Instructions to Tenderers.

.2 The contractor shall furnish a performance bond covering the faithful performance of the contract,

including the period of maintenance, satisfactory to it as to form and issuer. The performance bond will

be fifty percent (50%) of the awarded contract price. If a performance bond is accepted, the Owner will

return such cheques or bid bond comprising the initial deposit on receipt of the Performance Bond and

approval of same.

.3 The contractor shall furnish a labour and materials payment bond to the owner in the amount of fifty

percent (50%) of the awarded contract price.


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.4 The Performance Bond and a Labour and Material Payment Bond shall be issued by a duly licensed

surety company authorized to do business in the province of Nova Scotia.

.5 The bonds shall remain in effect until issuance of the Certificate of Final Acceptance. The form of the

bond shall be in accordance with the latest edition of the Crown Construction Contracts Act.

21 PERMITS, LICENCES, LAWS AND RULES

.1 The Contractor shall obtain the permits, licenses and certificates and pay the fees required for the

performance of the Work which are in force at the date of tender closing, but this shall not include the

obtaining of permanent easements or right of way.

.2 The Contractor shall apply and pay for Building Permit and all other necessary permits, licenses,

certificates of inspection that may be required by authorities having jurisdiction, required for the

execution and/or approval of the work.

.3 The Work shall comply with local by-laws and ordinances, rules and regulations of the Province

affecting local building requirements. Notify Engineer, in writing, of deviation from such regulations

found in the Contract Documents.

22 CERTIFICATE OF PROVISIONAL ACCEPTANCE

.1 When all works and tests have been satisfactorily completed, the contractor shall then advise the

Engineer in writing. Within ten (10) working days following the receipt of this letter, the Engineer shall

arrange for an inspection of the work with the Owner and the contractor. A list of any noted deficiencies

will be prepared and the Contractor shall then promptly carry out all the works so named. When these

works have been completed and accepted, the Engineer shall issue the “Certificate of Provisional

Acceptance” also known as “Certificate of Substantial Completion”.

23 CERTIFICATE OF FINAL ACCEPTANCE

.1 After the date declared in the Certificate of Provisional Acceptance, the Contractor shall advise in

writing that the works are fully completed and are ready for final inspection. Within ten (10) working

days following receipt of this letter the Engineer shall make arrangement for this final inspection of the

work with the Engineering Department and the Contractor.

.2 The Contractor shall promptly correct all defects, deficiencies, etc. which are identified during the final

inspection.

.3 When this work has been completed, the Engineer shall prepare the “Certificate of Final Acceptance”.

The Contractor shall sign the certificate, affixing the corporate seal thereto declaring that the Contractor

has no further claims against the Town of Annapolis Royal whatsoever with respect to the contract. The

final holdback amount, less any monies owing, shall then be paid to the Contractor.

24 MAINTENANCE PERIOD

.1 Without restricting any warranty or guarantee implied or stipulated by law the Contractor shall at his

own expense rectify and make good any defect or fault or omission that appears in the work for a

minimum of twelve (12) months or within such additional period stipulated in the Specifications

concerning portions of the work from the date of the Engineer's Certificate of Provisional Acceptance

and until issuance of the “Certificate of Final Acceptance”.


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.2 If any defect, fault or omission appears in the work and the Engineer is of the opinion that it is one which

the Contractor, either under subsection .1 or under a warranty or guarantee implied or stipulated by law,

is obliged to remedy and make good the Engineer may direct the Contractor to remedy and make good

the defect, fault or omission by giving notice to the Contractor of the existence of the defect, fault or

omission and the notice shall specify the time within which the defect, fault, or omission is to be rectified

and made good.

.3 Deficiencies of a non-emergency nature must be repaired within one (1) week after receipt of

instructions in writing to do so.

.4 Deficiencies of an urgent or emergency nature must be repaired immediately upon receipt of notification

from the Engineer or from the Town of Annapolis Royal. Every effort possible must be made by the

Contractor to repair such deficiencies immediately. Failure to do so due to lack of equipment, material,

labour or reasons whatsoever will result in the Owner causing the works to be done at the expense of the

Contractor.

.5 If, after issuance of the “Certificate of Provisional Acceptance”, and during the “Maintenance Period”

the works are found to be in an unsatisfactory condition and the Contractor fails to remedy the work, the

Owner may use monies retained as is found necessary to remedy the works. The balance, if any, will be

paid to the Contractor after issuance of the “Certificate of Final Acceptance”.

25 EXTENSION OF TIME AND PENALTY FOR DELAY IN COMPLETION

.1 The Engineer may, on the application of the Contractor if made in accordance with the time limits in

subsection .2 and made before the day fixed by Article I of the Articles of Agreement for Completion of

the work or any specified portion thereof or before any new date for completion previously fixed under

this subsection, if in his opinion it is in the public interest, extend the time for completion of the work or

any specified portion or portions thereof by fixing a new day for such completion.

.2 For the purposes of this section, the work shall be deemed to be completed on the day the Engineer

issued his Certificate of Provisional Acceptance, and "period of delay" means the period commencing on

the day fixed by Article I of the Articles of Agreement for completion of the work or any portion thereof

or such subsequent day, if any, to which the time for completion has been extended under subsection .1

and ending on the day immediately preceding the day on which the work or portion thereof is completed.

.3 If in the opinion of the Engineer the work could have been completed within the authorized time and the

Contractor has failed to meet the completion date, the Owner reserves the right to charge Liquidated

damages:

.1 Liquidated Damages shall be payable to the Owner if the Work has not been completed by

the completion date as established with the Owner, or the completion date as extended as

provided in the contract.

.2 The Contractor will be expected to complete the Work within the time given in his Tender

Form. It shall be clearly understood by the Contractor, that whereas the diligent and effective

prosecution of the Work and the completion thereof is a material part of the Agreement, and

that the Owner may sustain damage or loss as a result of the Contractor’s failure to complete

the Work within the time agreed upon and any extension of time as provided herein, the

Contractor will pay the Owner liquidated damages and not as a penalty, for each calendar

day the completion of the Work is delayed beyond the completion date, or the completion


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date as extended.

.3 Should Liquidated Damages be inapplicable for any reason or should the Contractor

abandon or refuse to do any Work the Owner shall be entitled to such damages for delay as

set out in the Contract herein.

.4 Any extension of time that may be granted the Contractor shall be so granted and accepted

without prejudice to any rights of the Owner whatsoever, under this Contract, should the

Work not be completed on the said completion date or any extension thereof as provided by

the contact hereof the Owner shall have the authority to deduct the liquidated damages from

any payments which become due and payable to the Contractor under this Contract.

.5 The value of liquidated damages payable to the Owner for the duration of the Period of

Delay is $500 per day.

26 CHANGES IN THE WORK

.1 The Engineer may at any time before he issues the Certificate of Final Acceptance, in writing,

(a) order work or material in addition to that provided for in the Plans and Specifications; and

(b) delete work or change the dimensions, nature, character, quantity, quality, description, location

or position of the whole or any part of the work or material provided for in the Plans and

Specifications or as ordered pursuant to paragraph (a), and the Contractor shall execute the work

in accordance with such orders, deletions, and changes as if the same had appeared in and been

part of the Plans and Specifications.

.2 All contemplated changes in the work shall be issued by the Engineer on a standard "Request for

Estimate and Change Order" form.

.3 Contractor shall, upon receipt of the Request for Estimate and Change Order, submit to the Engineer for

his approval within ten (10) days, an estimate for the changes in work. Estimates for changes shall be

priced in detail giving: actual net material trade prices (not list price); actual labour costs (including

payroll burden); and actual equipment rental.

The price of any change order shall be the aggregate estimated cost to the Contractor for all labour, plant

and material that is required for that change as agreed upon in writing plus an allowance for supervision,

coordination, administration, overhead, margin and the risk of undertaking the work within the stipulated

amount, which allowance shall be equal to:

15% total for the “net” costs of the change when performed by the Contractor’s Own forces. The

“net” cost shall permit a 5% overhead and 10% profit be applied to the net value of changes.

The overhead and profit are to be applied to the net value of a change after applicable credits

have been deducted.

15% total for the “net” costs of the change when performed by the Contractor’s sub-contracted

workforce. The “net” cost shall permit a 5% mark-up by contractor and 10% mark-up by sub-

contractors be applied to the net value of changes. The overhead and profit are to be applied to

the net value of a change after applicable credits have been deducted.

.4 Engineer shall within five (5) days notify the Contractor whether estimates are accepted or further

information required. Acceptance shall be indicated in writing and a signed copy of form returned to

Contractor.

.5 When a request for estimate and change order is issued by the Engineer, work in the areas affected or


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related thereto shall be immediately suspended and shall not be resumed until Change Order has been

approved or cancelled by the Engineer which shall be the authority for Contractor to commence work on

change. No claim for delays shall be allowed for the temporary work stoppage unless all work on the

project is affected by the contemplated change.

.6 Minor changes in the work shall be as ordered by a letter from the Engineer and the Contractor shall

proceed with work immediately, price such changes and record in the monthly minutes of meetings

under a separate article along with the price.

.7 Minor changes appearing in minutes of meeting shall be reviewed monthly and items agreed upon shall

be grouped and issued under a single change order.

27 VALUATION OF CHANGES IN THE WORK

.1 In the case of Changes in the Work, the form of presentation of costs and methods of measurement shall

be agreed to by the Engineer and Contractor before proceeding with the change. The Contractor shall

keep accurate records, as agreed upon, of quantities or costs and present an account of the cost of the

Change in the Work, together with vouchers where applicable. No claim for compensation will be

considered unless such detailed account has been received. No payment or compensation for the costs of

repairs to equipment or for construction equipment standing idle on the site will be considered.

28 MAINTAIN RECORDS BY CONTRACTOR

.1 The Contractor and each Subcontractor shall maintain

(a) the detail of the compilation of his estimate showing labour, materials, overhead and all other

elements forming his lump sum prices as prepared for tender, and

(b) full records of the actual cost to him of the work together with all proper tender calls, quotations,

contracts, correspondence, invoices, receipts and vouchers relating thereto, and shall make them

available to audit and inspection by the Owner, the Comptroller of the Province of Nova Scotia,

or by persons acting on their behalf. Contractor shall allow them to make copies thereof and to

take extracts therefrom, and shall furnish them with any information which they may require

from time to time in connection with such records.

.2 The records maintained by the Contractor and each subcontractor pursuant to this section shall be kept

intact until the expiration of two years from the date of issuance of the Final Certificate of Completion or

until the expiration of such other period as the Owner may direct.

.3 The Contractor shall require all subcontractors and all firms, corporations, and persons directly or

indirectly controlled by or affiliated with the Contractor and all firms, corporations and persons directly

or indirectly having control of the Contractor to comply with the subsections .1 and .2 as if they were the

Contractor.

29 EXAMINATION OF SITE

.1 It is the responsibility of the Contractor to become familiar with and understand the nature and extent of

the work to be executed, and generally of all matters which can in any way influence the tender, in so far

as possible. Information on any matter derived from the plans and specifications or obtained from the

Engineer or from test pits, etc. shall not in any way relieve the Contractor from risk or from fulfilling the

terms of the Contract.

.2 All details and incidental items not particularly mentioned in the specifications but which, whether in


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temporary or permanent works, must evidently be required by the nature of the work shall be considered

included in the contract. On submission of the bid, it shall be understood that this has been done and

provision for all risks, incidental items and contingencies are included in the contract price.

30 ADJUSTMENTS DUE TO SITE CONDITIONS, NEGLECT OR DELAY

.1 No payment, in addition to the payment expressly promised by the contract, will be made by the Owner

to the Contractor due to any extra expense, loss or damage incurred or sustained by the Contractor

including a misunderstanding on the part of the Contractor as to any fact, whether or not such

misunderstanding is attributable directly or indirectly to the Owner or any of the Owner's agents or

servants, and whether or not any negligence or fraud on the part of the Owner's agents or servants is

involved unless, in the opinion of the Engineer the extra expense, loss or damage is directly attributable

to:

a) a substantial difference between information relating to site conditions at the site of the work, or

a reasonable assumption of fact based thereon, in the Plans and Specifications or other

documents or material communicated by the Owner to the Contractor for his use in preparing his

tender and the real site conditions encountered at the site of the work by the Contractor when

executing the work, or

(b) neglect or delay occurring after the date of the contract on the part of the Owner in providing

any information or in doing any act which the contract either expressly requires the Owner to do

or which would be done by an Owner, in accordance with the usage of the trade to enable his

Contractor to carry out an undertaking similar to the work being executed under the contract for

the Owner, in which case, if as a condition precedent the Contractor has given to the Engineer

written notice of his claim before the expiration of thirty days from the encountering of the soil

conditions giving rise to the claim or from the day on which the neglect occurs or the delay

commences, as the case may be, the Owner shall pay to the Contractor in respect of the

additional expense, loss or damage incurred or sustained by reason of that difference, neglect or

delay, an amount equal to the cost of the additional plant, labour and materials necessarily

involved.

.2 If, in the opinion of the Engineer, the Contractor has effected a saving of expenditure by reason of the

execution of the work by the Contractor being rendered less difficult, and less costly because the soil

conditions actually encountered by the Contractor at the site of the work when executing the work are

substantially different from soil conditions indicated in information, or a reasonable assumption of fact

based thereon in the Plans and Specifications or other documents or material communicated by the

Owner to the Contractor for his use in preparing his tender, the amount set out in Article II of the

Articles of Agreement shall be reduced by an amount equal to the saving effected by the Contractor.

31 DETERMINATION OF COST – AGREEMENT

.1 The cost of the labour, plant or material shall be the amount agreed upon by the Contractor and the

Engineer.

32 DETERMINATION OF COST - COST PLUS

.1 Where other methods of determination cannot be used and the Engineer and Contractor do not agree, the

Owner and the Contractor may, by an agreement in writing, agree to determine the cost of labour, plant

or material to be equal to the aggregate of

(a) all reasonable and proper amounts expended by or legally payable by the Contractor in respect


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of the labour, plant or material which fall within any of the classes of expenditure described in

subsection .2 (being costs which are directly attributable to the execution of the work and are not

costs in respect of which the allowance in paragraph (b) is made); and

(b) 15% of the total of the expenditures of the Contractor that meet the test in paragraph (a) (being

an allowance for all other expenditures by the Contractor and for profit and without limiting the

generality of the foregoing, being also an allowance for payments and charges relating to

overhead, head office expenses and general administration costs of the Contractor, including

finance and interest charges).

.2 Classes of expenditure that are allowable are:

(a) payments to subcontractors, agreed to by the Owner;

(b) wages, salaries, and travelling expenses of employees of the Contractor while they are properly

engaged on the work other than wages, salaries, bonuses, living and travelling expenses of

personnel of the Contractor generally employed at the head office or at a general office of the

Contractor unless such personnel is engaged at the site of the work with the approval of the

Engineer;

(c) payments for materials necessary for and incorporated in the work, or necessary for and

consumed in the execution of the work;

(d) payments for consumable tools, other than tools customarily provided by tradesmen, necessary

for and used in the execution of the work;

(e) payments for preparation, inspection, delivery, installation and removal of materials necessary

for the execution of the work;

(f) payments for renting, erecting, maintaining, and removing temporary offices, sheds and similar

structures necessary for and used by the Contractor in executing the work;

(g) assessments in respect to the work payable under any statutory requirement or other agreements

relating to payroll burdens;

(h) payments for renting plant and allowances for plant owned by the Contractor necessary for the

execution of the work if such payments or allowances are reasonable and do not exceed the

equipment rental rate set out in Schedule A, to the Regulations made under the Crown

Construction Contracts Act;

(I) payments for inspection, delivery, installation and removal for the execution of the work; and

(j) other payments made with the approval of the Engineer that are necessary for the execution of

the work.

33 DEFINITION OR DETERMINATION OF COST

.1 For the purposes of sections 31 and 32 and except as in those sections specifically provided plant does

not include tools.

34 COST BREAKDOWN LUMP SUM WORK

.1 The Contractor shall, on contracts which are wholly lump sum, submit a schedule to the Owner showing

the cost breakdown of the lump sum work to assist the Engineer in assessing progress claims.

35 ESCALATION - LABOUR - MATERIALS

.1 Except where the Labour Conditions contain an escalation clause the amount payable to the Contractor

under the contract shall not be increased or decreased due to any increase or decrease in the cost of the

work brought about by an increase or decrease pursuant to the Labour Conditions.


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36 PROCUREMENT

.1 Buying Locally: The Town recognizes the importance of buying locally and using local suppliers as

much as possible. This factor will always be taken into account when considering Best Value.

.2 Environmental Considerations: All environmental impacts should be considered through the entire

procurement process. Environmentally preferable goods and services are those that have a lesser or

reduced impact on the environment over the life cycle of the good or service, when compared with

competing goods or services serving the same purpose.

37 QUALITY OF MATERIALS

.1 All materials employed in the work must be the best of their respective kinds, consistent with what is

herein specified.

38 WORK SCHEDULE

.1 The Contractor will provide immediately following the date of the contract award a schedule showing

the program and timing for construction of the various portions of the project and estimated dates for

completion of each portion.

.2 No progress claims shall be paid by the Owner during the time while the Contractor is in default under

subsection .1.

.3 He will submit a monthly progress report to the Engineer which will show a comparison of work

completed and work as scheduled, and will revise this schedule as necessary during the work.

.4 The Contractor shall notify the Engineer a minimum of seven (7) days in advance of his requirements,

for drawings or approval of shop drawings not scheduled, or where no schedule is prepared.

39 ACCESS TO WORK BY OWNER

.1 The Contractor shall permit the Engineer to have access to the work and to all areas where portions of

the work are being fabricated or manufactured always during the execution of the work. Shall provide

the Engineer with full information concerning what is being done to execute the work and shall give the

Engineer every possible assistance in respect of the performance of his duty to see that the work is

executed in accordance with the contract and in respect of the performance and exercise of the duties and

powers specially imposed or conferred on him by the contract.

40 INSPECTION

.1 The Engineer will have the right to inspect all or any of the materials to be supplied for the works at their

place of origin, manufacture, or storage. The Contractor will arrange for the Engineer to have the right

of access to such parts of any supplier's premises as may be necessary for inspection.

.2 Any work done in the absence of the Engineer shall be opened for thorough examination and must be

rebuilt or replaced as directed, at the Contractor’s expense. No approval by an Engineer shall be taken

as, or construed into, an acceptance of defective or improper work or material, which must, in every case

be removed and properly replaced whenever discovered at any stage of the work.


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41 CONTRACTOR’S SUPERINTENDENT

.1 The Contractor shall, during working hours, until the work has been completed, keep on the site of the

work a competent Superintendent who has authority to receive on behalf of the Contractor any order,

direction or other communication that may be given under the contract.

.2 The Contractor shall, upon the request of the Engineer, remove any Superintendent who, in the opinion

of the Engineer, is incompetent or has been conducting himself improperly and shall replace a

Superintendent so removed with another Superintendent.

42 DELIVERY OF MATERIALS

.1 The Contractor will arrange for early deliveries of materials necessary to the execution of the work and

will have them on hand well in advance of the time they are required.

43 LAYOUT

.1 The Contractor will lay out the work to establish lines, levels, and grades to indicate the location,

alignment and reference elevations for the work. The Contractor will execute the work in accordance

with any indication given by the Engineer.

44 SAFETY

.1 Before starting the work, the Contractor will inform the Workplace Health, Safety and Compensation

Commission of Nova Scotia of his intentions to begin the job. All work will be done in compliance with

the Occupational Health and Safety Act, Province of Nova Scotia, or subsequent provincial safety

legislation.

.2 All work will be performed in a safe and efficient manner to the complete satisfaction of both the

Engineer and the Safety Inspector.

.3 If, in the opinion of the Engineer, the Contractor is not conducting construction of the work with proper

safety precautions for workmen as prescribed by the Occupational Health and Safety Act then the

Engineer may, by giving notice in writing to the Contractor, stop the work.

.4 Where the Engineer has stopped the work the Contractor shall immediately cease his operations until the

Safety Code provisions have been complied with to the satisfaction of the Engineer.

.5 No extension of time or monetary allowances will be made to the Contractor for loss or delay arising

from any stoppages in work under this section.

45 FIRE LOSS

.1 If the work or any portion thereof is lost or destroyed and monies are paid to the Owner in respect of the

loss or damage under a policy of insurance maintained by the Contractor pursuant to Section 19 –

Insurance the monies will be held by the Owner for the purposes of the contract.

.2 The Owner may elect to retain absolutely the monies held under subsection .1 and, in such event, the

monies belong absolutely to the Owner and

(a) the Contractor is liable to the Owner in an amount equal to the amount by which the insurance

monies payable is less than the loss and damages suffered and sustained by the Owner, including


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costs associated with clearing and cleaning the site of the work, and

(b) there shall be a financial accounting between the Owner and the Contractor in respect of the

portion of the work which was lost or damaged and in respect of which monies have been

retained absolutely by the Owner and there shall be included in the financial accounting all

amounts paid or payable by the Owner under the contract to the Contractor, together with all

amounts paid or payable by the Contractor under the contract to the Owner and the Owner shall

pay to the Contractor any balance.

.3 Upon payment as required by subsection .2 by the Owner or the Contractor as the case may be, the

Owner and the Contractor are discharged from all rights and obligations under the Contract in respect of

the portion of the work which was lost or damaged and in respect of which monies have been retained

absolutely by the Owner as though such portion of the work had been fully completed and executed by

the Contractor in accordance with the contract.

.4 If an election is not made under subsection .2 the Contractor shall restore and replace the portion of the

work lost or damaged and the insurance monies shall be disbursed by the Owner to the Contractor in the

manner and subject to the terms and conditions governing monies payable under the contract to the

Contractor by the Owner, except that for this subsection "100%" shall be substituted in subsection .6 of

Section 4 of the Terms of Payment for "95%" and "85%".

46 CONTRACTOR’S RESPONSIBILITIES

.1 The Contractor shall guard or otherwise protect the work and shall protect the specifications, plans,

drawings, information, material and real property provided by the Owner to the Contractor against loss

or damage from any cause.

.2 The Contractor shall at his own expense do whatever is necessary to ensure that

(a) no person, property, right, easement or privilege is injured, damaged or infringed due to the

Contractor's activities under this contract;

(b) pedestrian and other traffic on any public or private road or waterway is not unduly impeded,

interrupted or endangered by the execution or existence of the work;

(c) fire hazards are eliminated and in the case of a fire in or about the work that it is promptly

extinguished;

(d) the health of all persons employed on the work is not endangered;

(e) adequate medical supervision of all persons employed on the work is maintained;

(f) adequate sanitation measures in respect of the work are taken;

.3 The Engineer may direct the Contractor to do such things and to construct such works which the

Engineer considers reasonable and necessary to ensure compliance with or to remedy a breach of

subsection .2. The Contractor shall at his own expense comply with the directions of the Engineer.

47 INTERPRETATIONS OF CONTRACT DOCUMENTS - CLAIMS ARISING

.1 If at any time before the work has been completed and the Engineer has issued his Final Certificate of

Completion, any question arises as to whether anything has been done as required by the contract or as to

what the Contractor is required by the contract to do, and without limiting the generality of the

foregoing, as to

(a) the meaning of anything in the Plans and Specifications;

(b) the meaning to be given to the Plans and Specifications in case of any error therein, an omission

therefrom, or an obscurity or discrepancy in the wording or intention;

(c) whether the quality or quantity of any material or workmanship meets the requirements of the


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contract;

(d) whether the plant, materials or workmen provided by the Contractor for executing the work and

carrying out the contract are adequate to ensure that the work will be executed in accordance

with the contract and that the contract will be carried out in accordance with its terms;

(e) what quantity of any kind of work has been completed by the Contractor; or

(f) the timing and scheduling of the various phases of the execution of the work, the question shall

be decided by the Engineer whose decision is final and binding.

.2 In matters arising other than under Section 30 - Adjustments Due to Site Conditions, Neglect or Delay,

the Contractor shall, where he intends to submit a claim for additional time or money arising out of the

construction of the work give written notice of his intention to claim

(a) in the case of changes or alterations of the work ordered by the Engineer, within 14 days of

receipt of the notice of change; and

(b) in the case of a dispute arising out of interpretation of the contract, within 30 days of the first

occurrence of the circumstances giving rise to the dispute.

.3 In matters arising other than under Section 30 - Adjustments Due to Site Conditions, Neglect or Delay,

the Contractor may submit a claim for additional time or money only on those matters covered by the

notice of intention to claim given under subsection .2 and such claim if not submitted within 30 days of

the occurrence of that portion of the work out of which the claim arises shall be barred.

.4 The Engineer shall within 30 days of receipt of notice of claim under this section render his decision in

writing to the Contractor.

.5 The Contractor shall construct the work in accordance with the decisions and directions of the Engineer

given under this section and in accordance with any consequential decisions and directions given by the

Engineer.

48 DEFECTS AND OMISSIONS

.1 Without restricting any warranty or guarantee implied or stipulated by law the Contractor shall at his

own expense rectify and make good any defect or fault or omission that appears in the work within

twelve months or within such additional period of time stipulated in the Specifications concerning

particular portions of the work from the date of the Engineer's Final Certificate of Completion, or where

an Interim Certificate of Completion has been issued, from the date of such Interim Certificate.

.2 If any defect, fault or omission appears in the work and the Engineer is of the opinion that it is one which

the Contractor, either under subsection .1 or under a warranty or guarantee implied or stipulated by law,

is obliged to remedy and make good the Engineer may direct the Contractor to remedy and make good

the defect, fault or omission by giving notice to the Contractor of the existence of the defect, fault or

omission and the notice shall specify the time within which the defect, fault, or omission is to be rectified

and made good.

.3 The Contractor shall rectify and make good the defect, fault or omission described in a notice given

pursuant to subsection .2 within the time specified in the notice.

49 OWNER’S RIGHT TO COMPLETE WORK

.1 Where the Contractor has failed to comply with any decision or direction given by the Engineer, the

Engineer may employ such methods as he may deem expedient to do that which the Contractor failed to

do.


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.2 The Contractor shall on demand pay to the Owner all costs, expenses and damage incurred or sustained

by the Owner due to the Contractor's non-compliance with any decision or direction given by the

Engineer and by the action taken by the Engineer pursuant to sub-section .1.

50 CONTRACTOR RIGHTS ON DISPUTED DECISION

.1 If the Contractor has, within ten days of communication to him by the Engineer of any decision or

direction of the Engineer, given notice to the Engineer in writing disputing such decision or direction and

stating the ground or grounds which form the basis of such dispute, the Owner shall pay to the

Contractor the cost of the additional labour, materials and plant necessarily involved in carrying out the

decision or direction beyond what the Contract, correctly understood and interpreted, would have

required the Contractor to do.

51 CLEAN UP

.1 Waste material and rubbish shall not be allowed to accumulate and shall be removed from site daily or at

regular intervals as agreed upon by the Engineer. Waste material and rubbish shall not be buried on site

and shall be properly disposed of by the Contractor.

.2 Upon completion of the job all surplus construction materials, all tools, equipment, temporary structures,

etc. will be removed from the site by the Contractor to the satisfaction of and in accordance with any

directions of the Engineer. All dirt, rubbish, trash, etc. becomes the property of the Contractor and must

be removed from the site.

.3 The site as much as practicable must be kept in a clean and orderly appearance and free from excess

material always. The Contractor must clean up the site periodically as work progresses to the complete

satisfaction of the Engineer.

52 PUBLIC CONVENIENCE

.1 No material or other obstruction shall be placed within 10 metres of a fire hydrant, which must be always

readily accessible to the Fire Department. During the progress of the work the convenience of the public

and the residents along the street must be provided for as far as practical.

53 RELATIONS WITH OTHER CONTRACTORS

.1 Wherever work being done by the Owner's forces or by other contractors is contiguous to work covered

by this Contract, the respective rights of the various interests involved shall be established by the

Engineer to secure the completion of the various portions of the work in general harmony.

.2 If any part of the Contractor's work depends for proper execution or results upon the work of any other

contractor, the Contractor shall inspect and promptly report to the Engineer any defects in such work that

render it unsuitable for such proper execution and results and his failure to inspect and report shall

constitute an acceptance of the other Contractor's work as fit and proper for the reception of his work

except as to defects which may develop in the other contractor's work after the execution of this work.

.3 To insure the proper execution of his subsequent work, the Contractor shall at once report to the

Engineer any discrepancy between the executed work and the drawings.


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54 CO-OPERATION

.1 It is to be noted that other work may be in progress under various contracts within the working area of

this contract. The Contractor will, to the satisfaction of the Engineer, allow the other contractors

reasonable access to the work and will co-operate with them in the carrying out of their duties and

obligations.

.2 No claim will be entertained for any inconvenience or any slowdown in work due to these other

Contracts.

55 CONTRACTOR'S JOB OFFICE

.1 The Contractor shall provide a temporary weather tight job office for his own use complete with

facilities for filing drawings, specifications, correspondence, purchase orders and such other

appurtenances as are necessary for the proper conduct of the work and shall remove same upon

completion of the work. Job office shall be located in an area approved by the Engineer.

.2 The Owner may permit the Contractor to locate his job office in a designated location within the work

area.

.3 The Contractor shall always during construction of the work maintain in the job office required by

subsection .1 a complete and current set of plans, specifications and change orders for this contract.

56 EXAMINATION OF SITE

.1 It is the responsibility of the Contractor to become familiar with and understand the nature and extent of

the work to be executed, the nature of the soil, surface water drainage, the general form of the surface of

the ground, and generally of all matters which can in any way influence the tender, in so far as possible.

Information on any matter derived from the plans and specifications or obtained from the Engineer or

from test pits, etc. shall not in any way relieve the Contractor from risk or from fulfilling the terms of the

Contract.

.2 All details and incidental items not particularly mentioned in the specifications but which, whether in

temporary or permanent works, must evidently be required by the nature of the work shall be considered

included in the contract. On submission of the bid, it shall be understood that this has been done and

provision for all risks, incidental items and contingencies are included in the contract price.

END OF SECTION


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INSTRUCTIONS TO

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1.0 General

1.1 CROWN CONSTRUCTION CONTRACTS ACT

The "Regulations" of the "Crown Construction Contracts Act" of the Province of Nova Scotia

shall apply to this contract.

1.2 DISCRIMINATION and HIRING PRACTICES

In the employment of persons on the project, there shall be no discrimination because of race,

sex, marital status, national origin, colour, religion or political affiliation.

1.3 MATERIAL ORIGIN

Canadian materials shall be used to the full extent it is procedure and consistent with proper

economy and the expeditious performance of the project.

1.4 DEFINITIONS

Unless the context requires otherwise the following definitions shall apply throughout the

documents forming the contract.

1. The "Owner" means: Town of Annapolis Royal

2. The "Engineer-Architect" or “Consultant” means: HATCH

Wherever reference is made in the documents to "the Department," "the Minister of...." or "Her

Majesty the Queen," substitutes: "The Owner."

1.5 UNIT OF MEASUREMENT

The Imperial System of Units will be used.

All materials used shall be manufactured in the imperial measure system unless prior approval of

the Engineer is received. All gauges, scales and equipment nameplates shall be inscribed in

imperial units only.

All imperial equipment, piping or other manufactured products supplied under this contract must

mate with connecting non-metric equipment, piping or other manufactured products, the

Contractor shall assure himself that mating with adjoining materials is feasible and the special

connecting pieces required for such mating shall be provided by the Contractor at his expense.

1.6 DISCREPANCIES

Tenderers finding discrepancies or omissions in the specifications, drawings or other contract

documents or having any doubt as to the meaning or intent of any part thereof will notify the

engineer immediately who will send written instructions or explanations to all tenderers. Neither

the Owner nor the Engineer will be responsible for oral instructions. Addenda, bulletins or

corrections issued during the tender period or time of bidding, will be covered in the tender and

will become a part of the contract documents.



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1.7 CONTRACT FORMAT

It is a condition of the acceptance of the contract whether so expressed in the acceptance or not

that the Contractor will, within fourteen (14) days of notification of acceptance, enter a contract

with the Owner, of the type and format listed in the Articles of Agreement and this Document.

1.8 PROJECT COMMUNICATION

The Contractor is advised that all communication with the media and or public related to this

project shall be coordinated through the Project Manager. The Contractor is not permitted to

speak directly with the media or the public regarding any project details, announcements or other

project related news.

2.0 Project Information

2.1 CONTACTS

Questions shall be directed in writing to the following;

Hatch Corporation

Suite 1009, 1809 Barrington Street

Halifax, Nova Scotia, B3J 3K8

(902) 420-6492

Attn: Michael Brown

Email: [email protected]

2.2 EXAMINATION OF THE SITE

The contractor shall visit the site before submitting his Tender to thoroughly acquaint himself

with all local conditions under which he will be called upon to carry out the work coming under

this Contract.

A bidders site visit is scheduled for January 25, 2018 @ 10:00am.

2.3 APPROVAL OF PRODUCTS

Bidders are advised that it is their responsibility to ensure to their satisfaction that all trades and

suppliers are bidding in conformance with the terms of the contract documents. The successful

bidder will be held to furnish under his tender, all work/products as specified or approved through

the prior approvals process. Requests for prior approvals will be evaluated by the Consultant on

or before February 7, 2018, with a list of acceptable approvals being issued via Addendum.

2.4 CASH ALLOWANCE

1) Not applicable.

3.0 Submission Requirements

3.1 CORPORATE AUTHORITY

The successful bidder, if an incorporated company, must attach to the signed contract an affidavit



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Section 00 40 00

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indicating the authority under which the corporate seal was affixed and the authority under which

the corporate officers signed the contract.

3.2 TENDER SUBMISSION AND INQUIRIES

Sealed Tenders will be received at the time, date and location as stated in the Tender

Advertisement. The Bid Security Deposit will be in the form and amount as stated in the Tender

Advertisement. Tenders must be in accordance with the Crown Construction Contracts Act and

in accordance with the Tender Advertisement.

The tender envelopes will have on the face and clearly marked as to the contents the name of the

contractor submitting the Tender and will be identified as:

Tender For:


The Academy Project

Library Renovations


and will be addressed as follows:




Annapolis Royal, NS

B0S 1A0

All tenders must be submitted on the form supplied for this purpose. No tender or amendment of

a tender will be considered if received at a date or time later than that specified in the tender

letter. Prices must be filled in for each item called for in the Tender Form.

3.3 BID DEPOSIT

It will be a condition of all tenderers that there be deposited with each tender a certified cheque

or bid bond for an amount of 10% of bid price issued by a surety company licensed to do

business in Nova Scotia.

3.4 CONTRACT SECURITY

It is a condition of the acceptance of the contract whether so expressed in the acceptance or not

that the Contractor will, within 8 days from notification of acceptance, and as a guarantee of the

due fulfilment of all provisions of the Contract, furnish the Owner with a labour and material

payment bond and performance bond each in the amount of 50% of the value of the awarded

price. These bonds shall be issued by a surety company licensed to do business in Nova Scotia.

Such bonds shall also be satisfactory to Town of Annapolis Royal as to form and issuer.

3.5 INSURANCE

Referring to the Insurance Schedule "E" bound herein the insurance shall be issued in the joint



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names of the Owner, Contractor and Engineer.

3.6 PROPERLY SIGNED

All indications to properly sign shall mean the signing, dating and sealing of all documents,

appendices and bonds by authorized company officers.

4.0 Tendering Procedures

4.1 OPENING OF TENDERS

The public opening of tenders will be held immediately following the tender closing. THE

LOWEST/HIGHEST OF ANY TENDER WILL NOT NECESSARILY BE ACCEPTED.

4.2 TENDERING PROCEDURES

The closing time for receipt of tenders will be that stated in the tender advertisement. The tender

advertisement will indicate the initial location of the box for receipt of tenders from which the

box will be removed to the tender opening room 30 minutes prior to closing time. At the time

specified for the opening an announcement will be made that no further tenders will be accepted.

Responsibility for deposit of tenders in the tender box is that of the tenderer. Town of Annapolis

Royal and Hatch accept no responsibility for tenders that have been mailed or left for deposit in

the box. Tenders not in the box will not be considered.

The tender opening committee shall reject tenders for the following reasons:

(a) Absence of, or an insufficient or incorrect, bid bond or security deposit.

(b) Absence of a letter from a Nova Scotia resident agent of an insurance company

licensed to do business in the Province stating that the bid bond, where required,

has been negotiated for, procured from and the premium paid to that agent.

(c) Tender not signed.

(d) Bid price, lump sum, not written in words.

(e) Absence of the words "dollars" and, where applicable, "cents" set out in the

written item bid.

(f) Any form of qualification or unsolicited alternative of the bid.

(g) Does not contain a bid for each item required to be bid.

(h) Bidding an item not included.

(i) Tender envelopes that do not have bidders name and contract identification on

face of envelope.

(j) Absence of a signed copy, in the tender envelope, of any addenda issued for the

contract.

(k) The submission of more than one tender by the same tenderer, in which case all

tenders submitted by that tenderer shall be rejected.

(l) Submission of a tender by a tenderer not listed as having received tender

documents. The onus is on the tenderer to ascertain if he is listed as having

received tender documents.

(m) A change in the written bid on a tender form that has not been initialled by the

bidder.

(n) The absence of any documents or non-compliance with any special provisions of

the specifications.



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(o) Any deviation from accepted tendering practices that constitute sufficient reason

for rejection of the tender.

(p) Submission of a tender in an unsealed envelope.

Explanation

Items 13 (c) and 13 (d)

Tender forms will be arranged so that units making up totals may be written out. The

tenderer must write out in words unit prices or lump sum figures which are used in

making up the total tender price. The total tender price need not be written out. Written

figures will be used in mathematically checking extensions and totals and the

mathematically correct total from the written units and lump sums will be the tender

price.

Item 13 (i)

Tender documents can be obtained from the address given in the tender advertisement on

payment of the specified deposit. Bids will not be accepted from contractors who

obtained tender forms by other than this method.

4.3 TENDERS WILL BE ACCEPTED EVEN IN THE EVENT THE FOLLOWING ERRORS ARE

PRESENT

Conflict between the written bid and the numerical bid. In all cases the total bid is corrected to

reflect the written bid.

4.4 GENERAL TENDERING PROCEDURES

Public tenders will be opened in a room where the public as well as those submitting tenders are

welcome. Tenders will be opened, checked for content and the name and amount of the tender

announced and/or posted on the board. Following this:

(a) The mathematical calculations of all tenders are checked. Corrections in bid

totals are made during the public opening.

(b) Tenders that are rejected as incomplete will be reviewed with the representative

of Town of Annapolis Royal during the period when the mathematics of the other

tenders is being checked. If the presiding officer is shown to be in error, the

tender will be accepted and the bid price announced. However, if a tender is

rejected and a representative of the company is not present at the opening, no

later consideration will be given to accepting the tender.

(c) The procedures outlined in this specification cover tender opening procedures.

The tenders accepted at the public opening in no way commit the Town of

Annapolis Royal to accept the low or any other bid submitted.

4.5 OWNERS RIGHTS

.1 The Owner reserves the right to increase or decrease the extent of the work or to vary in

any way the work herein is contracted for. In that regard the Contractor shall receive no compensation for any work deleted. Payment for the work completed shall be in accordance with the General Conditions.

.2 The Owner reserves the right, if the successful bidder fails to comply with the conditions

as listed, to cancel this contract and award it to another bidder without penalty or action



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against the Owner. In this event, the Owner shall cash or negotiate the bid deposit and retain a sum equal to the difference between the value of their tender and the value of the next lowest tender and shall return an amount equal to the surplus, if any, to the tenderer whose bid deposit was so forfeited; or notify the surety company where a bid bond was submitted.

.3 The Owner reserves the right to award in its best interest. As such, tenders with the

lowest price, or any tender need not necessarily be accepted. Or, the tender may be awarded in whole or in part with out penalty.

.4 The Owner reserves the right to reject any of the named sub-contractors without penalty.



INSURANCE SCHEDULE ‘E’ Section 00 65 00

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1. The Contractor shall at his own expense, procure and maintain insurance policies which shall

protect the Contractor from claims for bodily injury, including death, and from claims for

property damage which may arise from the performance of this contract. Such Insurance shall be

for a minimum amount of $2,000,000 Combined Inclusive Limit to adequately protect the

Contractor from any claim or claims that may arise during the performance of this Contract: and

the Contractor shall, at the request of the Owner, file with the Owner a policy, one certified copy

of such Insurance which shall be for an amount and on a form acceptable to the Owner.

2. The Owner further reserves the right to require the Contractor to insure his property, plant and

equipment, for such amounts as the Owner deems adequate, and to require the Contractor to file

with the Owner evidence of such insurance in a format acceptable to the Owner.

3. The Contractor shall pay for and maintain Builders all Risks Insurance during the term of the

Contract. Such Insurance shall incorporate at least, the following features:

- The Owner, Her Majesty the Queen in the Right of the Province of Nova Scotia, the

Contractor and all sub-contractors as named assured, and incorporating the insurer's

Waiver of Subrogation against any of such names assureds.

- Coverage for the full value of the project.

- A debris removal clause.

- Coverage may exclude cost of making good faulty workmanship, construction or design,

but this exclusion shall not apply to damage resulting from such faulty workmanship,

construction or design.

- Fire Insurance to a total of no less than eighty percent (80%) of the total value of the

work done and material delivered to the site, payable to the Owner and the Contractor as

their respective interests may appear.

- Automatic reinstatement clause.

- Remain in force until the issue by the Engineer of the Final Payment Certificate except

that Completed Operations Liability shall remain in force for the duration of the

Guarantee period.

- A deductible of no more than $1,000. The cost of this deductible shall be borne by the

Contractor.

- Loss payable shall be made to the Owner and the Contractor as their interests may

appear.

4. All insurances required to be provided and maintained by the Contractor shall be negotiated for,

procured from, and the premium paid to a resident agent of an Insurance Company licensed to do

business in the Province of Nova Scotia.




TENDER FOR ‘F’ Section 00 70 00

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TO:




Annapolis Royal, NS

B0S 1A0

Submitted By

Address

Telephone #

TENDER PRICE

I/We the undersigned, hereby offer and agree to furnish all and every kind of labour, tools, implements,

machinery, plant service and materials that may be required to execute and complete all work embraced

in the construction of the above-named project and in accordance with the plans, Tender Form and

Technical Specifications and such revisions, further details and special plans as may be furnished from

time to time during the progress of the work.

I/We have examined the plans, specifications and site and have ascertained all necessary particulars about

the work, and upon acceptance of this tender, are prepared to enter into a contract to construct the said

work or works included in the contract, and every part thereof in strict accordance with the contract

documents for the stipulated lump sum of:

(WRITE OUT IN FULL, AMOUNT EXCLUDING HST)

(FIGURES)______________Dollars___________Cents

I/We include herewith a Bid Bond or certified cheque in the amount of 10% of the total tender price

including HST.

I/We have examined Addenda No.______to No._______inclusive, and our tender price includes all

labour, materials, etc., as called for and/or implied by said addenda.

A signed copy of each Addendum covering letter must be included with Tender submission.





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SUB-CONTRACTORS

The following is to be submitted by the selected bidder. List of all major sub-trades per discipline

including own forces (where applicable).

TRADE

SUB-CONTRACTOR

TENDER PRICE





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REFERENCES OF WORKS OF A SIMILAR NATURE COMPLETED BY THE TENDERER

JOB

YEAR

VALUE

OWNER

FOREMAN/SUPERINTENDENT

It is hereby agreed that the following person(s) will be employed under this contract until completion and

are subject to approval.

IF ONLY ONE PERSON OF AUTHORITY WILL BE RESPONSIBLE FOR THIS CONTRACT THE

NAME MUST BE STATED IN THE APPROPRIATE PLACE

FOREMAN

QUALIFICATIONS & EXPERIENCE

SECURITY DEPOSIT

Tenders must be submitted on this Tender Form and Schedule and each tender must be "Properly Signed"

by the Tenderer and accompanied by Bid Bond in the amount of ten percent (10%) of the tendered price

or a certified cheque in the amount of ten percent (10%) of the tendered price as a guarantee that the

tenderer, if accepted, will execute the Contract, in full as specified.





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OFFER

This offer is irrevocable for sixty (60) working days from the date on which the tenders are opened and if

accepted, I (we) undertake to enter into contract for the execution of the work and to complete the work in

accordance with our submitted project schedule.

The undersigned declares that this tender is made without any connection or collusion with any persons

making any tender or estimate for the same work and no person employed by or holding office under the

Owner has any interest in this tender or contract or in supplies for work to which it relates or in any

portion of the profits thereof.

DATED AT

THIS DAY OF 20 .

NAME OF

FIRM

ADDRESS

SIGNATURE SIGNATURE OF

OF WITNESS

REPRESENTATIVE

NAME NAME

(PRINTED) (PRINTED)

TITLE

(PRINTED)

SIGNATURE OF SIGNATURE OF

WITNESS REPRESENTATIVE

NAME NAME

(PRINTED) (PRINTED

TITLE

(PRINTED)

NOTE

If the Contractor is an incorporated company, the Tenderer will be signed by the President (or other

Officer duly authorized to sign), and the secretary of the company, and the seal affixed. If the Contractor

is not an incorporated company, the tender will be signed by each individual member of the firm and his

address given. There will be a witness to every execution.


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INDEX Section 00 01 10

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SPECIFICATION INDEX

Section Title Pages

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 Summary of Work 4

01 14 00 Work Restrictions 1

01 31 19 Project Meetings 2

01 32 16 Construction Schedules 2

01 33 00 Submittal Procedures 3

01 35 29.06 Health and Safety Requirements 3

01 35 35 Fire Safety Requirements 3

01 45 00 Quality Control 2

01 51 00 Temporary Utilities 1

01 61 00 Common Product Requirements 3

01 73 00 Execution 2

01 74 11 Cleaning 2

01 74 21 Construction/Demolition Waste Management and Disposal 2

01 77 00 Closeout Procedures 1

01 78 00 Closeout Submittals 5

DRAWING INDEX

Dwg. # Title

COVER SHEET

I-002 Cover Sheet

ARCHITECTURAL DRAWINGS

A-100 Demolition Plan & Proposed Floor Plan

A-101 Proposed Floor Plan & Reflected Ceiling Plan

A-102 Flooring Plan & Finish Schedule

A-103 Details

A-104 Details Cont.

A-105 Millwork

A-106 Washrooms

A-107 Schedules

A-108 Specifications


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MECHANICAL DRAWINGS

M-001 Basement Plumbing Floor Plans, Details & Legend

M-002 Basement Plumbing Schedules

M-003 Basement Heating Floor Plan, Schedules & Details

M-004 Basement HVAC Floor Plan, Schedules, Details & Legend

M-005 Basement Fire Protection Floor Plan, Details & Legend

M-010 Mechanical Specifications – Sheet 1



ELECTRICAL DRAWINGS

E-001 Existing Basement Lighting, Power, Communication, Fire Alarm & Legend

E-002 New Basement Lighting, Power, Communication, Fire Alarm & Legend

E-003 Electrical Details & Schedules

E-010 Electrical Specifications – Sheet 1


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SUMMARY OF WORK Section 01 11 00

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Part 1 General

1.1 WORK COVERED BY CONTRACT DOCUMENTS

.1 Work of this Contract comprises general renovation and construction of the lower level

of the gymnasium wing of the Academy, located at 590 St. George Street, Annapolis

Royal, NS; and further identified as The Academy Project – Library Renovations.

.2 The scope of work includes all work noted in the documents and the following summary;

.1 Total renovation of the lower level of the gymnasium wing of the Academy for

the creation of community based operational spaces.

.2 Reinstatement of the existing Gymnasium wing AHU’s. This includes the

gymnasium AHU, the lower level AHU and the general exhaust unit. With the

removal of the controls compressor during the condominium project, the dampers

on the units no longer operate. This will involve replacement of the damper

actuators and installation of a AHU controller on the lower level and one on the

gymnasium level. The existing control system is Delta, supported by Controls &

Equipment.

1.2 CONTRACT METHOD

.1 Construct Work under stipulated price contract.

1.3 WORK BY OTHERS

.1 Work under this contract may begin prior to completion of the “Boiler Package Contract”

in the basement area. If the basement renovation contract commences prior to completion

of this work, co-operate with other Contractors in carrying out their respective works and

carry out instructions from Consultant.

1.4 WORK SEQUENCE

.1 Construct Work in stages to accommodate Owner's continued use of premises during

construction.

.2 Co-ordinate Progress Schedule and co-ordinate with Owner Occupancy during

construction.

.3 Maintain fire access/control.

1.5 CONTRACTOR USE OF PREMISES

.1 Limit use of premises for Work, for storage, for access, to allow:

.1 Owner occupancy.

.2 Work by other contractors.

.3 Public usage.

.2 Co-ordinate use of premises under direction of Owner.

.3 Obtain and pay for use of additional storage or work areas needed for operations under

this Contract.


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.4 Remove or alter existing work to prevent injury or damage to portions of existing work

which remain.

.5 Repair or replace portions of existing work which have been altered during construction

operations to match existing or adjoining work, as directed by Consultant.

.6 At completion of operations condition of existing work: equal to or better than that which

existed before new work started.

1.6 OWNER OCCUPANCY

.1 Owner will occupy premises during entire construction period for execution of normal

operations.

.2 Co-operate with Owner in scheduling operations to minimize conflict and to facilitate

Owner usage.

1.7 OWNER FURNISHED ITEMS (LIBRARY EQUIPMENT)

.1 Owner Responsibilities:

.1 Arrange for delivery of shop drawings, product data, samples, manufacturer's

instructions, and certificates to Contractor.

.2 Deliver supplier's bill of materials to Contractor.

.3 Arrange and pay for delivery to site.

.4 Inspect deliveries jointly with Contractor.

.5 Submit claims for transportation damage.

.6 Arrange for replacement of damaged, defective or missing items.

.2 Contractor Responsibilities:

.1 Designate submittals and delivery date for each product in progress schedule.

.2 Review shop drawings, product data, samples, and other submittals. Submit to

Consultant notification of observed discrepancies or problems anticipated due to

non-conformance with Contract Documents.

.3 Receive and unload products at site.

.4 Inspect deliveries jointly with Owner; record shortages, and damaged or

defective items.

.5 Handle products at site, including uncrating and storage.

.6 Protect products from damage, and from exposure to elements.

.7 Assemble, install, connect, adjust, and finish products.

.8 Repair or replace items damaged by Contractor or subcontractor on site (under

his control).

1.8 ALTERATIONS, ADDITIONS OR REPAIRS TO EXISTING BUILDING

.1 Execute work with least possible interference or disturbance to building operations and

normal use of premises. Arrange with Consultant to facilitate execution of work.


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1.9 EXISTING SERVICES

.1 Notify, Consultant and utility companies of intended interruption of services and obtain

required permission.

.2 Where Work involves breaking into or connecting to existing services, give Consultant

48 hours notice for necessary interruption of mechanical or electrical service throughout

course of work. Minimize duration of interruptions. Carry out work at times as directed

by governing authorities with minimum disturbance to operations.

.3 Establish location and extent of service lines in area of work before starting Work.

.4 Submit schedule to and obtain approval from Consultant for any shut-down or closure of

active service or facility including power and communications services. Adhere to

approved schedule and provide notice to affected parties.

.5 Provide temporary services when directed by Consultant to maintain critical building and

tenant systems.

.6 Where unknown services are encountered, immediately advise Consultant and confirm

findings in writing.

.7 Protect, relocate or maintain existing active services. When inactive services are

encountered, cap off in manner approved by authorities having jurisdiction.

.8 Record locations of maintained, re-routed and abandoned service lines.

1.10 DOCUMENTS REQUIRED

.1 Maintain at job site, one copy each document as follows:

.1 Contract Drawings.

.2 Specifications.

.3 Addenda.

.4 Reviewed Shop Drawings.

.5 List of Outstanding Shop Drawings.

.6 Change Orders.

.7 Other Modifications to Contract.

.8 Field Test Reports.

.9 Copy of Approved Work Schedule.

.10 Health and Safety Plan and Other Safety Related Documents.

.11 Other documents as specified.

Part 2 Products

2.1 NOT USED

.1 Not used.


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Part 3 Execution

3.1 NOT USED

.1 Not used.

END OF SECTION


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WORK RESTRICTIONS Section 01 14 00

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Part 1 General

1.1 ACCESS AND EGRESS

.1 Design, construct and maintain temporary "access to" and "egress from" work areas,

including stairs, runways, ramps or ladders, independent of finished surfaces and in

accordance with relevant municipal, provincial and other regulations.

1.2 USE OF SITE AND FACILITIES

.1 Execute work with least possible interference or disturbance to normal use of premises.

Maintain existing services to building and provide for personnel and vehicle access.

.2 Owner will assign sanitary facilities for use by Contractor's personnel. Keep facilities

clean.

.3 Closures: protect work temporarily until permanent enclosures are completed.

1.3 ALTERATIONS, ADDITIONS OR REPAIRS TO EXISTING BUILDING

.1 Execute work with least possible interference or disturbance to building operations.

1.4 SPECIAL REQUIREMENTS

.1 Ensure Contractor's personnel employed on site become familiar with and obey

regulations including safety, fire, traffic and security regulations.

.2 Keep within limits of work and avenues of ingress and egress.

.3 Ingress and egress of Contractor vehicles at site is limited.

1.5 BUILDING SMOKING ENVIRONMENT

.1 Comply with smoking restrictions. Smoking is not permitted.

Part 2 Products

2.1 NOT USED

.1 Not Used.

Part 3 Execution

3.1 NOT USED

.1 Not Used.

END OF SECTION


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PROJECT MEETINGS Section 01 31 19

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Part 1 General

1.1 ADMINISTRATIVE

.1 Schedule and administer bi-weekly project meetings throughout the progress of the work.

.2 Distribute electronic notice of each meeting four days in advance of meeting date to

Owner and Consultant.

.3 Preside at meetings.

.4 Record the meeting minutes. Include significant proceedings and decisions. Identify

actions by parties.

.5 Reproduce and distribute copies of minutes within three days after meetings and transmit

to meeting participants and, affected parties not in attendance.

1.2 PRECONSTRUCTION MEETING

.1 7 days after award of Contract, request a meeting of parties in contract to discuss and

resolve administrative procedures and responsibilities.

.2 Consultant, Contractor, major Subcontractors, and supervisors will be in attendance.

.3 Agenda to include:

.1 Appointment of official representative of participants in the Work.

.2 Schedule of Work.

.3 Schedule of submission of shop drawings.

.4 Proposed changes, change orders, procedures, approvals required, mark-up

percentages permitted, time extensions, overtime, administrative requirements.

.5 Owner provided products.

.6 Monthly progress claims, administrative procedures, photographs, hold backs.

.7 Appointment of inspection and testing agencies or firms.

.8 Insurances, transcript of policies.

1.3 PROGRESS MEETINGS

.1 During course of Work schedule progress meetings bi-weekly.

.2 Contractor, major Subcontractors involved in Work, Consultant and Owner are to be in

attendance.

.3 Record minutes of meetings and circulate to attending parties and affected parties not in

attendance within 3 days after meeting.

.4 Agenda to include the following:

.1 Review, approval of minutes of previous meeting.

.2 Review of Work progress since previous meeting.

.3 Field observations, problems, conflicts.

.4 Problems which impede construction schedule.


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PROJECT MEETINGS Section 01 31 19

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.5 Review of off-site fabrication delivery schedules.

.6 Corrective measures and procedures to regain projected schedule.

.7 Revision to construction schedule.

.8 Review submittal schedules: expedite as required.

.9 Maintenance of quality standards.

.10 Review proposed changes for affect on construction schedule and on completion

date.

.11 Other business.

Part 2 Products

2.1 NOT USED

.1 Not Used.

Part 3 Execution

3.1 NOT USED

.1 Not Used.

END OF SECTION


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CONSTRUCTION

SCHEDULE

Section 01 32 16

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Part 1 General

1.1 DEFINITIONS

.1 Activity: element of Work performed during course of Project.

.2 Bar Chart: display of schedule-related information. In typical bar chart, activities or

other Project elements are listed down left side of chart, dates are shown across top, and

activity durations are shown as date-placed horizontal bars.

.3 Baseline: original approved plan (for project, work package, or activity), plus or minus

approved scope changes.

.4 Construction Work Week: Monday to Friday inclusive, will provide five-day work week.

.5 Duration: number of work periods (not including holidays or other nonworking periods).

.6 Master Plan: summary-level schedule that identifies major activities and key milestones.

.7 Milestone: significant event in project, usually completion of major deliverable.

.8 Project Schedule: planned dates for performing activities and the planned dates for

meeting milestones.

1.2 REQUIREMENTS

.1 Ensure Schedule is practical and remains within specified Contract duration.

.2 Ensure that it is understood that Award of Contract or time of beginning, rate of progress,

Interim Certificate and Final Certificate as defined times of completion are of essence of

this contract.

1.3 ACTION AND INFORMATIONAL SUBMITTALS

.1 Submit Schedule to Consultant within 5 working days after Award of Contract.

1.4 PROJECT SCHEDULE

.1 Ensure detailed Project Schedule includes as minimum milestone and activity types as

follows:

.1 Award.

.2 Shop Drawings, Samples.

.3 Permits.

.4 Interior Architecture (Walls, Floors and Ceiling).

.5 Plumbing.

.6 Lighting.

.7 Electrical.

.8 Piping.

.9 Controls.

.10 Heating, Ventilating, and Air Conditioning.


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CONSTRUCTION

SCHEDULE

Section 01 32 16

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.11 Millwork.

.12 Fire Systems.

.13 Testing and Commissioning.

.14 Supplied equipment long delivery items.

.15 Engineer supplied equipment required dates.

1.5 PROJECT SCHEDULE REPORTING

.1 Update Project Schedule on weekly basis reflecting activity changes and completions, as

well as activities in progress.

1.6 PROJECT MEETINGS

.1 Discuss Project Schedule at regular site meetings, identify activities that are behind

schedule and provide measures to regain slippage.

Part 2 Products

2.1 NOT USED

.1 Not used.

Part 3 Execution

3.1 NOT USED

.1 Not used.

END OF SECTION


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SUBMITTAL PROCEDURES Section 01 33 00

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Part 1 General

1.1 ADMINISTRATIVE

.1 Submit to Consultant shop drawings and product data for review. The Architect/Engineer

may review shop drawings and product data with the contractor on site during the

progress meetings to expedite and simplify the process.

.2 Do not proceed with Work affected by submittal until review is complete.

.3 Present shop drawings, product data, in Imperial units.

.4 Verify field measurements and affected adjacent Work are co-ordinated.

.5 Contractor's responsibility for errors and omissions in submission is not relieved by

Consultant review of submittals.

.6 Contractor's responsibility for deviations in submission from requirements of Contract

Documents is not relieved by Consultant review.

.7 Keep one reviewed copy of each submission on site.

1.2 SHOP DRAWINGS AND PRODUCT DATA

.1 The term "shop drawings" means drawings, diagrams, illustrations, schedules,

performance charts, brochures and other data which are to be provided by Contractor to

illustrate details of a portion of Work.

.2 Indicate materials, methods of construction and attachment or anchorage, erection

diagrams, connections, explanatory notes and other information necessary for completion

of Work.

.3 Adjustments made on shop drawings by Consultant are not intended to change Contract

Price. If adjustments affect value of Work, state such in writing to Consultant prior to

proceeding with Work.

.4 Make changes in shop drawings as Consultant may require, consistent with Contract

Documents.

.5 Submissions include:

.1 Date and revision dates.

.2 Project title and number.

.3 Name and address of:

.1 Subcontractor.

.2 Supplier.

.3 Manufacturer.

.4 Contractor's stamp, signed by Contractor's authorized representative certifying

approval of submissions, verification of field measurements and compliance with

Contract Documents.

.5 Details of appropriate portions of Work as applicable:

.1 Fabrication.


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.2 Layout, showing dimensions, including identified field dimensions, and

clearances.

.3 Setting or erection details.

.4 Capacities.

.5 Performance characteristics.

.6 Standards.

.7 Operating weight.

.8 Wiring diagrams.

.9 Single line and schematic diagrams.

.10 Relationship to adjacent work.

.6 Submit electronic copy of shop drawings for each requirement requested in Tender

package and as Consultant may reasonably request.

.7 Submit electronic copies of test reports for requirements requested in specification

Sections and as requested by Consultant.

.8 Submit electronic copies of certificates for requirements requested in specification

Sections and as requested by Consultant.

.9 Submit electronic copies of Manufacturer's Field Reports for requirements requested in

specification Sections and as requested by Consultant.

.10 Submit electronic copies of Operation and Maintenance Data for requirements requested

in specification Sections and as requested by Consultant.

1.3 SAMPLES

.1 Submit for review samples as requested. Label samples with origin and intended use. The

Architect/Engineer may review samples with the contractor on site during the progress

meetings to expedite and simplify the process.

.2 Where colour, pattern or texture is criterion, submit full range of samples.

.3 Adjustments made on samples by Consultant are not intended to change Contract Price. If

adjustments affect value of Work, state such in writing to Consultant prior to proceeding

with Work.

.4 Make changes in samples which Consultant may require, consistent with Contract

Documents.

.5 Reviewed and accepted samples will become standard of workmanship and material

against which installed Work will be verified.

1.4 CERTIFICATES AND TRANSCRIPTS

.1 Immediately after award of Contract, submit Workers' Compensation Board status.

.2 Submit transcription of insurance immediately after award of Contract.


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Part 2 Products

2.1 NOT USED

.1 Not Used.

Part 3 Execution

3.1 NOT USED

.1 Not Used.

END OF SECTION


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HEALTH AND SAFETY

REQUIREMENTS

Section 01 35 29.06

Page 1

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Part 1 General

1.1 REFERENCES

.1 Canada Labour Code, Part 2, Canada Occupational Safety and Health Regulations

.2 Health Canada/Workplace Hazardous Materials Information System (WHMIS)

.1 Material Safety Data Sheets (MSDS).

.3 Province of Nova Scotia

.1 Occupational Health and Safety Act, S.N.S. 1996.


.1 Submit site-specific Health and Safety Plan: Within 7 days after date of Notice to

Proceed and prior to commencement of Work. Health and Safety Plan must include:

.1 Results of site specific safety hazard assessment.

.2 Results of safety and health risk or hazard analysis for site tasks and operations.

.2 Submit copies of Contractor's authorized representative's work site health and safety

inspection reports to authority having jurisdiction.

.3 Submit copies of incident and accident reports.

.4 Medical Surveillance: where prescribed by legislation, regulation or safety program,

submit certification of medical surveillance for site personnel prior to commencement of

Work, and submit additional certifications for any new site personnel to authority having

jurisdiction.

.5 On-site Contingency and Emergency Response Plan: address standard operating

procedures to be implemented during emergency situations.

1.3 FILING OF NOTICE

.1 File Notice of Project with Provincial authorities prior to beginning of Work.

1.4 SAFETY ASSESSMENT

.1 Perform site specific safety hazard assessment related to project.

1.5 GENERAL REQUIREMENTS

.1 Develop written site-specific Health and Safety Plan based on hazard assessment prior to

beginning site Work and continue to implement, maintain, and enforce plan until final

demobilization from site. Health and Safety Plan must address project specifications.

1.6 RESPONSIBILITY

.1 Be responsible for health and safety of persons on site, safety of property on site and for

protection of persons adjacent to site and environment to extent that they may be affected

by conduct of Work.


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REQUIREMENTS

Section 01 35 29.06

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.2 Comply with and enforce compliance by employees with safety requirements of Contract

Documents, applicable federal, provincial, territorial and local statutes, regulations, and

ordinances, and with site-specific Health and Safety Plan.

1.7 COMPLIANCE REQUIREMENTS

.1 Comply with Occupational Health and Safety Act, Occupational Safety General

Regulations, N.S. Reg.

.2 Comply with Canada Labour Code, Canada Occupational Safety and Health Regulations.

1.8 UNFORSEEN HAZARDS

.1 When unforeseen or peculiar safety-related factor, hazard, or condition occur during

performance of Work, follow procedures in place for Employee's Right to Refuse Work

in accordance with Acts and Regulations of Province having jurisdiction and advise

Consultant verbally and in writing.

1.9 HEALTH AND SAFETY CO-ORDINATOR

.1 Employ and assign to Work, competent and authorized representative as Health and

Safety Co-ordinator. Health and Safety Co-ordinator must:

.1 Have site-related working experience specific to activities.

.2 Have working knowledge of occupational safety and health regulations.

.3 Be responsible for completing Contractor's Health and Safety Training Sessions

and ensuring that personnel not successfully completing required training are not

permitted to enter site to perform Work.

.4 Be responsible for implementing, enforcing daily and monitoring site-specific

Contractor's Health and Safety Plan.

.5 Be on site during execution of Work.

1.10 POSTING OF DOCUMENTS

.1 Ensure applicable items, articles, notices and orders are posted in conspicuous location on

site in accordance with Acts and Regulations of Province having jurisdiction.

1.11 CORRECTION OF NON-COMPLIANCE

.1 Immediately address health and safety non-compliance issues identified by authority

having jurisdiction.

.2 Provide written report of action taken to correct non-compliance of health and safety

issues identified.

.3 Consultant may stop Work if non-compliance of health and safety regulations is not

corrected.

1.12 POWDER ACTUATED DEVICES

.1 Use powder actuated devices only after receipt of written permission from Consultant.


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1.13 WORK STOPPAGE

.1 Give precedence to safety and health of public and site personnel and protection of

environment over cost and schedule considerations for Work.

Part 2 Products

2.1 NOT USED

.1 Not used.

Part 3 Execution

3.1 NOT USED

.1 Not used.

END OF SECTION


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FIRE SAFETY

REQUIREMENTS

Section 01 35 35

Page 1

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Part 1 General

1.1 REPORTING FIRES

.1 Know location of nearest fire alarm box and telephone, including emergency phone

number.

.2 Report immediately fire incidents to Fire Department as follows:

.1 Activate nearest fire alarm box; or

.2 Telephone 911.

.3 When reporting fire by telephone, give location of fire, name or number of building and

be prepared to verify location.

1.2 INTERIOR AND EXTERIOR FIRE PROTECTION AND ALARM SYSTEMS

.1 Fire protection and alarm system will not be:

.1 Obstructed;

.2 Shut-off; and

.3 Left inactive at end of working day or shift without authorization from Fire

Chief.

.2 Fire hydrants, standpipes and hose systems will not be used for other than fire-fighting

purposes unless authorized by Fire Chief.

1.3 FIRE EXTINGUISHERS

.1 Supply fire extinguishers, as scaled by Fire Chief, necessary to protect work in progress

and contractor's physical plant on site.

1.4 BLOCKAGE OF ROADWAYS

.1 Advise Fire Chief of work that would impede fire apparatus response. This includes

violation of minimum overhead clearance, as prescribed by Fire Chief, erecting of

barricades and digging of trenches.

1.5 SMOKING PRECAUTIONS

.1 Observe smoking regulations.

.2 Smoking is not permitted in Building.

1.6 RUBBISH AND WASTE MATERIALS

.1 Keep rubbish and waste materials at minimum quantities.

.2 Burning of rubbish is prohibited.

.3 Removal:

.1 Remove rubbish from work site at end of work day or shift or as directed.

.4 Storage:


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REQUIREMENTS

Section 01 35 35

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.1 Store oily waste in approved receptacles to ensure maximum cleanliness and

safety.

.2 Deposit greasy or oily rags and materials subject to spontaneous combustion in

approved receptacles and remove specified.

1.7 FLAMMABLE AND COMBUSTIBLE LIQUIDS

.1 Handling, storage and use of flammable and combustible liquids governed by current

National Fire Code of Canada.

.2 Keep flammable and combustible liquids such as gasoline, kerosene and naphtha for

ready use in quantities not exceeding 45 litres provided they are stored in approved safety

cans bearing Underwriters' Laboratory of Canada or Factory Mutual seal of approval.

Storage of quantities of flammable and combustible liquids exceeding 45 litres for work

purposes requires permission of Fire Chief.

.3 Transfer of flammable and combustible liquids is prohibited within buildings.

.4 Transfer of flammable and combustible liquids will not be carried out in vicinity of open

flames or any type of heat-producing devices.

.5 Do not use flammable liquids having flash point below 38 degrees C such as naphtha or

gasoline as solvents or cleaning agents.

.6 Store flammable and combustible waste liquids, for disposal, in approved containers

located in safe ventilated area. Keep quantities minimum and Fire Department is to be

notified when disposal is required.

1.8 HAZARDOUS SUBSTANCES

.1 Work entailing use of toxic or hazardous materials, chemicals, or otherwise creating

hazard to life, safety or health, in accordance with National Fire Code of Canada.

.2 Obtain from Fire Chief a "Hot Work" permit for work involving welding, burning or use

of blowtorches and salamanders, in buildings or facilities.

.3 When Work is carried out in dangerous or hazardous areas involving use of heat, provide

fire watchers equipped with sufficient fire extinguishers. Determination of dangerous or

hazardous areas along with level of protection necessary for Fire Watch is at discretion of

Fire Chief. Contractors are responsible for providing fire watch service for work on scale

established and in conjunction with Fire Chief at pre-work conference.

.4 Provide ventilation where flammable liquids, such as lacquers or urethanes are used,

eliminate sources of ignition. Inform Fire Chief prior to and at cessation of such work.

1.9 QUESTIONS AND/OR CLARIFICATION

.1 Direct questions or clarification on Fire Safety in addition to above requirements to Fire

Chief.

1.10 FIRE INSPECTION

.1 Co-ordinate site inspections by Fire.

.2 Allow Fire Chief unrestricted access to work site.


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.3 Co-operate with Fire Chief during routine fire safety inspection of work site.

.4 Immediately remedy unsafe fire situations observed by Fire Chief.

Part 2 Products

2.1 NOT USED

.1 Not Used.

Part 3 Execution

3.1 NOT USED

.1 Not Used.

END OF SECTION


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QUALITY CONTROL Section 01 45 00

Page 1

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Part 1 General

1.1 INSPECTION

.1 Allow Consultant access to Work. If part of Work is in preparation at locations other than

Place of Work, allow access to such Work whenever it is in progress.

.2 If Contractor covers or permits to be covered Work that has been designated for tests,

inspections or approvals before such is made, uncover such Work, have inspections or

tests satisfactorily completed and make good such Work.

.3 Consultant will order part of Work to be examined if Work is suspected to be not in

accordance with Contract Documents. If, upon examination such work is found not in

accordance with Contract Documents, correct such Work and pay cost of examination

and correction.

1.2 REJECTED WORK

.1 Remove defective Work, whether result of poor workmanship, use of defective products

or damage and whether incorporated in Work or not, which has been rejected by

Consultant as failing to conform to Contract Documents. Replace or re-execute in

accordance with Contract Documents.

.2 Make good other Contractor's work damaged by such removals or replacements

promptly.

.3 If in opinion of Consultant, it is not expedient to correct defective Work or Work not

performed in accordance with Contract Documents, Owner will deduct from Contract

Price difference in value between Work performed and that called for by Contract

Documents, amount of which will be determined by.

1.3 MOCK-UPS

.1 Prepare mock-ups for Work specifically requested in specifications. Include for Work of

Sections required to provide mock-ups.

.2 Prepare mock-ups for Consultant review with reasonable promptness and in orderly

sequence, to not cause delays in Work.

.3 Mock-ups may remain as part of Work.

1.4 EQUIPMENT AND SYSTEMS

.1 Submit adjustment and balancing reports for mechanical systems.

Part 2 Products

2.1 NOT USED

.1 Not Used.


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Part 3 Execution

3.1 NOT USED

.1 Not Used.

END OF SECTION


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TEMPORARY UTILITIES Section 01 51 00

Page 1

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Part 1 General

1.1 INSTALLATION AND REMOVAL

.1 Provide temporary utilities controls to execute work expeditiously.

.2 Remove from site all such work after use.

1.2 WATER SUPPLY

.1 Continuous supply of potable water for construction use is available within existing

building.

1.3 TEMPORARY HEATING AND VENTILATION

.1 Temporary heating will be provided under the “Boiler Room Package” contract if

permanent heating system is not operational.

.2 Permanent heating system of building, to be used when available. Be responsible for

damage to heating system if use is permitted.

1.4 TEMPORARY POWER AND LIGHT

.1 Power during construction for temporary lighting and operating of power tools, to a

maximum supply of 230 volts 30 amps will be made available within the existing

building.

.2 Provide and maintain temporary lighting throughout project. Ensure level of illumination

on all floors and stairs is not less than 162 lx.

.3 Connect to existing power supply in accordance with Canadian Electrical Code.

1.5 FIRE PROTECTION

.1 Provide and maintain temporary fire protection equipment during performance of Work

required by governing codes, regulations and bylaws.

Part 2 Products

2.1 NOT USED

.1 Not Used.

Part 3 Execution

3.1 NOT USED

.1 Not Used.

END OF SECTION


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COMMON PRODUCT

REQUIREMENTS

Section 01 61 00

Page 1

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Part 1 General

1.1 QUALITY

.1 Products, materials, equipment and articles incorporated in Work shall be new, not

damaged or defective, and of best quality for purpose intended. If requested, furnish

evidence as to type, source and quality of products provided.

.2 Defective products, whenever identified prior to completion of Work, will be rejected,

regardless of previous inspections.

1.2 AVAILABILITY

.1 Immediately upon signing Contract, review product delivery requirements and anticipate

foreseeable supply delays for items. If delays in supply of products are foreseeable, notify

Consultant of such, in order that substitutions or other remedial action may be authorized

in ample time to prevent delay in performance of Work.

1.3 STORAGE, HANDLING AND PROTECTION

.1 Handle and store products in manner to prevent damage, adulteration, deterioration and

soiling and in accordance with manufacturer's instructions when applicable.

.2 Store packaged or bundled products in original and undamaged condition with

manufacturer's seal and labels intact. Do not remove from packaging or bundling until

required in Work.

.3 Store products subject to damage from weather in weatherproof enclosures.

.4 Remove and replace damaged products at own expense and to satisfaction of Consultant.

.5 Touch-up damaged factory finished surfaces to Consultant satisfaction. Use touch-up

materials to match original. Do not paint over name plates.

1.4 TRANSPORTATION

.1 Pay costs of transportation of products required in performance of Work.

1.5 MANUFACTURER'S INSTRUCTIONS

.1 Install or erect products in accordance with manufacturer's instructions. Do not rely on

labels or enclosures provided with products. Obtain written instructions directly from

manufacturers.

.2 Improper installation or erection of products, due to failure in complying with these

requirements, authorizes Consultant to require removal and re-installation at no increase

in Contract Price or Contract Time.

1.6 QUALITY OF WORK

.1 Ensure Quality of Work is of highest standard, executed by workers experienced and

skilled in respective duties for which they are employed. Immediately notify Consultant

if required Work is such as to make it impractical to produce required results.


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.2 Do not employ anyone unskilled in their required duties. Consultant reserves right to

require dismissal from site, workers deemed incompetent or careless.

.3 Decisions as to standard or fitness of Quality of Work in cases of dispute rest solely with

Consultant, whose decision is final.

1.7 CO-ORDINATION

.1 Ensure co-operation of workers in laying out Work. Maintain efficient and continuous

supervision.

.2 Be responsible for coordination and placement of openings, sleeves and accessories.

1.8 CONCEALMENT

.1 In finished areas conceal pipes, ducts and wiring in floors, walls and ceilings, except

where indicated otherwise.

.2 Before installation inform Consultant if there is interference. Install as directed by

Consultant.

1.9 REMEDIAL WORK

.1 Perform remedial work required to repair or replace parts or portions of Work identified

as defective or unacceptable. Co-ordinate adjacent affected Work as required.

.2 Perform remedial work by specialists familiar with materials affected. Perform in a

manner to neither damage nor put at risk any portion of Work.

1.10 FASTENINGS

.1 Provide metal fastenings and accessories in same texture, colour and finish as adjacent

materials, unless indicated otherwise.

.2 Prevent electrolytic action between dissimilar metals and materials.

.3 Use non-corrosive hot dip galvanized steel fasteners and anchors for securing exterior

work, unless stainless steel or other material is specifically requested in affected

specification Section.

.4 Space anchors within individual load limit or shear capacity and ensure they provide

positive permanent anchorage. Wood, or any other organic material plugs are not

acceptable.

.5 Keep exposed fastenings to a minimum, space evenly and install neatly.

.6 Fastenings which cause spalling or cracking of material to which anchorage is made are

not acceptable.

1.11 FASTENINGS - EQUIPMENT

.1 Use fastenings of standard commercial sizes and patterns with material and finish suitable

for service.

.2 Use heavy hexagon heads, semi-finished unless otherwise specified. Use No. 304

stainless steel for exterior areas.


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Section 01 61 00

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.3 Bolts may not project more than one diameter beyond nuts.

.4 Use plain type washers on equipment, sheet metal and soft gasket lock type washers

where vibrations occur. Use resilient washers with stainless steel.

1.12 PROTECTION OF WORK IN PROGRESS

.1 Prevent overloading of parts of building. Do not cut, drill or sleeve load bearing structural

member, unless specifically indicated without written approval of Consultant.

1.13 EXISTING UTILITIES

.1 When breaking into or connecting to existing services or utilities, execute Work at times

directed by local governing authorities, with minimum of disturbance to Work, and/or

building occupants.

Part 2 Products

2.1 NOT USED

.1 Not Used.

Part 3 Execution

3.1 NOT USED

.1 Not Used.

END OF SECTION


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EXECUTION Section 01 73 00

Page 1

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Part 1 General

1.1 MATERIALS

.1 Change in Materials: Submit request for substitution in accordance with Section 01 33 00

- Submittal Procedures.

1.2 PREPARATION

.1 Inspect existing conditions, including elements subject to damage or movement during

cutting and patching.

.2 After uncovering, inspect conditions affecting performance of Work.

.3 Beginning of cutting or patching means acceptance of existing conditions.

.4 Provide supports to assure structural integrity of surroundings; provide devices and

methods to protect other portions of project from damage.

.5 Provide protection from elements for areas which are to be exposed by uncovering work;

maintain excavations free of water.

1.3 EXECUTION

.1 Execute cutting, fitting, and patching to complete Work.

.2 Fit parts together, to integrate with other Work.

.3 Remove and replace defective and non-conforming Work.

.4 Provide openings in non-structural elements of Work for penetrations of mechanical and

electrical Work.

.5 Execute Work by methods to avoid damage to other Work, and which will provide proper

surfaces to receive patching and finishing.

.6 Cut rigid materials using masonry saw or core drill. Pneumatic or impact tools not

allowed on masonry work without prior approval.

.7 Restore work with new products in accordance with requirements of Contract

Documents.

.8 Fit Work airtight to pipes, sleeves, conduit, and other penetrations through surfaces.

.9 At penetration of fire rated wall, ceiling, or floor construction, completely seal voids with

firestopping material.

.10 Refinish surfaces to match adjacent finishes: Refinish continuous surfaces to nearest

intersection. Refinish assemblies by refinishing entire unit.

.11 Conceal pipes, ducts and wiring in floor, wall and ceiling construction of finished areas

except where indicated otherwise.


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Part 2 Products

2.1 NOT USED

.1 Not Used.

Part 3 Execution

3.1 NOT USED

.1 Not Used.

END OF SECTION


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CLEANING Section 01 74 11

Page 1

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Part 1 General

1.1 PROJECT CLEANLINESS

.1 Maintain Work in tidy condition, free from accumulation of waste products and debris.

.2 Remove waste materials from site at daily regularly scheduled times or dispose of as

directed by Consultant. Do not burn waste materials on site.

.3 Provide on-site containers for collection of waste materials and debris.

.4 Clean interior areas prior to start of finishing work, and maintain areas free of dust and

other contaminants during finishing operations.

.5 Store volatile waste in covered metal containers, and remove from premises at end of

each working day.

.6 Provide adequate ventilation during use of volatile or noxious substances. Use of building

ventilation systems is not permitted for this purpose.

.7 Use only cleaning materials recommended by manufacturer of surface to be cleaned, and

as recommended by cleaning material manufacturer.

.8 Schedule cleaning operations so that resulting dust, debris and other contaminants will

not fall on wet, newly painted surfaces nor contaminate building systems.

1.2 FINAL CLEANING

.1 When Work is Substantially Performed remove surplus products, tools, construction

machinery and equipment not required for performance of remaining Work.

.2 Remove waste products and debris other than that caused by others, and leave Work

clean and suitable for occupancy.

.3 Prior to final review remove surplus products, tools, construction machinery and

equipment.

.4 Remove waste materials from site at regularly scheduled times or dispose of. Do not burn

waste materials on site.

.5 Make arrangements with and obtain permits from authorities having jurisdiction for

disposal of waste and debris.

.6 Clean and polish glass, mirrors, hardware, wall tile, stainless steel, chrome, porcelain

enamel, baked enamel, plastic laminate, and mechanical and electrical fixtures. Replace

broken, scratched or disfigured glass.

.7 Remove stains, spots, marks and dirt from electrical and mechanical, fixtures, furniture

fitments, walls, floors.

.8 Clean lighting reflectors, lenses, and other lighting surfaces.

.9 Vacuum clean and dust building interiors, behind grilles, louvres and screens.

.10 Wax, seal, shampoo or prepare floor finishes, as recommended by manufacturer.


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.11 Inspect finishes, fitments and equipment and ensure specified workmanship and

operation.

.12 Clean equipment and fixtures to sanitary condition; clean or replace filters of mechanical

equipment.

Part 2 Products

2.1 NOT USED

.1 Not Used.

Part 3 Execution

3.1 NOT USED

.1 Not Used.

END OF SECTION


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CONSTRUCTION/DEMOLITION

WASTE MANAGEMENT AND

DISPOSAL

Section 01 74 21

Page 1

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Part 1 General

1.1 WASTE MANAGEMENT GOALS

.1 Accomplish maximum control of solid construction waste.

.2 Preserve environment and prevent pollution and environment damage.

1.2 DEFINITIONS

.1 Class III: non-hazardous waste - construction renovation and demolition waste.

.2 Recyclable: ability of product or material to be recovered at end of its life cycle and re-

manufactured into new product for reuse.

.3 Recycle: process by which waste and recyclable materials are transformed or collected

for purpose of being transferred into new products.

.4 Recycling: process of sorting, cleansing, treating and reconstituting solid waste and other

discarded materials for purpose of using in altered form. Recycling does not include

burning, incinerating, or thermally destroying waste.

.5 Reuse: repeated use of product in same form but not necessarily for same purpose. Reuse

includes:

.1 Salvaging reusable materials from re-modelling projects, before demolition stage,

for resale, reuse on current project or for storage for use on future projects.

.2 Returning reusable items including pallets or unused products to vendors.

.6 Salvage: removal of structural and non-structural materials from

deconstruction/disassembly projects for purpose of reuse or recycling.

1.3 STORAGE, HANDLING AND PROTECTION

.1 Store, materials to be reused, recycled and salvaged.

.2 Unless specified otherwise, materials for removal become Contractor's property.

.3 Separate non-salvageable materials from salvaged items. Transport and deliver non-

salvageable items to licensed disposal facility.

1.4 DISPOSAL OF WASTES

.1 Do not bury rubbish or waste materials.

.2 Do not dispose of waste, volatile materials, mineral spirits, oil, paint thinner into

waterways, storm, or sanitary sewers.

.3 Remove materials from deconstruction as deconstruction/disassembly Work progresses.

1.5 USE OF SITE AND FACILITIES

.1 Execute work with least possible interference or disturbance to normal use of premises.


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WASTE MANAGEMENT AND

DISPOSAL

Section 01 74 21

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1.6 SCHEDULING

.1 Co-ordinate Work with other activities at site to ensure timely and orderly progress of

Work.

Part 2 Products

2.1 NOT USED

.1 Not Used.

Part 3 Execution

3.1 NOT USED

.1 Not Used.

END OF SECTION


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CLOSEOUT PROCEDURES Section 01 77 00

Page 1

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Part 1 General

1.1 ADMINISTRATIVE REQUIREMENTS

.1 Acceptance of Work Procedures:

.1 Contractor's Inspection: conduct inspection of Work, identify deficiencies and

defects, and repair as required to conform to Contract Documents.

.1 Request Consultant inspection.

.2 Consultant Inspection:

.1 Consultant and Contractor to inspect Work and identify defects and

deficiencies.

.2 Contractor to correct Work as directed.

.3 Final Inspection:

.1 When completion tasks are done, request final inspection of Work by

Consultant.

.2 When Work incomplete according to Consultant, complete outstanding

items and request re-inspection.

.4 Declaration of Substantial Performance: when Consultant considers deficiencies

and defects corrected and requirements of Contract substantially performed,

make application for Certificate of Substantial Performance.

.5 Commencement of Lien and Warranty Periods: date of Owner's acceptance of

submitted declaration of Substantial Performance to be date for commencement

for warranty period and commencement of lien period unless required otherwise

by lien statute of Place of Work.

.6 Final Payment:

.1 When Consultant considers final deficiencies and defects corrected and

requirements of Contract met, make application for final payment.

.7 Payment of Holdback: after issuance of Certificate of Substantial Performance of

Work, submit application for payment of holdback amount in accordance with

contractual agreement.

Part 2 Products

2.1 NOT USED

.1 Not Used.

Part 3 Execution

3.1 NOT USED

.1 Not Used.

END OF SECTION


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CLOSEOUT SUBMITTALS Section 01 78 00

Page 1

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Part 1 General


.1 Provide submittals in accordance with Section 01 33 00 - Submittal Procedures.

.2 Two weeks prior to Substantial Performance of the Work, submit to the Consultant, 3

final copies of operating and maintenance manuals in English.

.3 Provide spare parts, maintenance materials and special tools of same quality and

manufacture as products provided in Work.

.4 Provide evidence, if requested, for type, source and quality of products supplied.

1.2 FORMAT

.1 Organize data as instructional manual.

.2 Binders: vinyl, hard covered, 3 'D' ring, loose leaf 219 x 279 mm with spine and face

pockets.

.3 When multiple binders are used correlate data into related consistent groupings.

.1 Identify contents of each binder on spine.

.4 Cover: identify each binder with type or printed title 'Project Record Documents'; list title

of project and identify subject matter of contents.

.5 Arrange content by systems, under Section numbers and sequence of Table of Contents.

.6 Provide tabbed fly leaf for each separate product and system, with typed description of

product and major component parts of equipment.

.7 Text: manufacturer's printed data, or typewritten data.

.8 Drawings: provide with reinforced punched binder tab.

.1 Bind in with text; fold larger drawings to size of text pages.

1.3 CONTENTS - PROJECT RECORD DOCUMENTS

.1 Table of Contents for Each Volume: provide title of project;

.1 Date of submission; names.

.2 Addresses, and telephone numbers of Consultant and Contractor with name of

responsible parties.

.3 Schedule of products and systems, indexed to content of volume.

.2 For each product or system:

.1 List names, addresses and telephone numbers of subcontractors and suppliers,

including local source of supplies and replacement parts.

.3 Product Data: mark each sheet to identify specific products and component parts, and

data applicable to installation; delete inapplicable information.


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.4 Drawings: supplement product data to illustrate relations of component parts of

equipment and systems, to show control and flow diagrams.

.5 Typewritten Text: as required to supplement product data.

.1 Provide logical sequence of instructions for each procedure, incorporating

manufacturer's instructions specified in Section 01 45 00 - Quality Control.

.6 Training: refer to Section 01 79 00 - Demonstration and Training.

1.4 AS -BUILT DOCUMENTS

.1 Maintain, at site for Consultant one record copy of:

.1 Contract Drawings.

.2 Specifications.

.3 Addenda.

.4 Change Orders and other modifications to Contract.

.5 Reviewed shop drawings, product data, and samples.

.6 Field test records.

.7 Inspection certificates.

.8 Manufacturer's certificates.

.2 Store record documents in field office apart from documents used for construction.

.3 Label record documents and file in accordance with Section number listings in List of

Contents of this Project Manual.

.1 Label each document "PROJECT RECORD" in neat, large, printed letters.

.4 Maintain record documents in clean, dry and legible condition.

.1 Do not use record documents for construction purposes.

.5 Keep record documents available for inspection by Consultant.

1.5 RECORDING INFORMATION ON PROJECT RECORD DOCUMENTS

.1 Record information on set of black line drawings, and in copy of Project Manual.

.2 Use felt tip marking pens, maintaining separate colours for each major system, for

recording information.

.3 Record information concurrently with construction progress.

.1 Do not conceal Work until required information is recorded.

.4 Contract Drawings and shop drawings: mark each item to record actual construction,

including:

.1 Measured depths of elements of foundation in relation to finish first floor datum.

.2 Measured horizontal and vertical locations of underground utilities and

appurtenances, referenced to permanent surface improvements.

.3 Measured locations of internal utilities and appurtenances, referenced to visible

and accessible features of construction.


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.4 Field changes of dimension and detail.

.5 Changes made by change orders.

.6 Details not on original Contract Drawings.

.7 References to related shop drawings and modifications.

.5 Specifications: mark each item to record actual construction, including:

.1 Manufacturer, trade name, and catalogue number of each product actually

installed, particularly optional items and substitute items.

.2 Changes made by Addenda and change orders.

.6 Other Documents: maintain manufacturer's certifications, inspection certifications, field

test records, required by individual specifications sections.

.7 Provide digital photos, if requested, for site records.

1.6 EQUIPMENT AND SYSTEMS

.1 For each item of equipment and each system include description of unit or system, and

component parts.

.1 Include manufacturer's printed operation and maintenance instructions.

.2 Include sequence of operation by controls manufacturer.

.3 Provide original manufacturer's parts list, illustrations, assembly drawings, and

diagrams required for maintenance.

.2 Include test and balancing reports.

1.7 MATERIALS AND FINISHES

.1 Building products, applied materials, and finishes: include product data, with catalogue

number, size, composition, and colour and texture designations.

.1 Provide information for re-ordering custom manufactured products.

.2 Instructions for cleaning agents and methods, precautions against detrimental agents and

methods, and recommended schedule for cleaning and maintenance.

1.8 MAINTENANCE MATERIALS

.1 Extra Stock Materials:

.1 Provide maintenance and extra materials, in quantities specified in individual

specification sections.

.2 Provide items of same manufacture and quality as items in Work.

.3 Deliver to site; place and store.

.4 Receive and catalogue items.

.2 Special Tools:

.1 Provide special tools, in quantities specified in individual specification section.

.2 Provide items with tags identifying their associated function and equipment.

.3 Deliver to site; place and store.


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1.9 DELIVERY, STORAGE AND HANDLING

.1 Store spare parts, maintenance materials, and special tools in manner to prevent damage

or deterioration.

.2 Store in original and undamaged condition with manufacturer's seal and labels intact.

.3 Store components subject to damage from weather in weatherproof enclosures.

.4 Store paints and freezable materials in a heated and ventilated room.

.5 Remove and replace damaged products at own expense and for review by Consultant.

1.10 WARRANTIES AND BONDS

.1 Submit, warranty information made available during construction phase, to Consultant

for approval prior to each monthly pay estimate.

.2 Assemble approved information in binder, submit upon acceptance of work and organize

binder as follows:

.1 Separate each warranty or bond with index tab sheets keyed to Table of Contents

listing.

.2 List subcontractor, supplier, and manufacturer, with name, address, and

telephone number of responsible principal.

.3 Obtain warranties and bonds, executed in duplicate by subcontractors, suppliers,

and manufacturers, within ten days after completion of applicable item of work.

.4 Verify that documents are in proper form, contain full information, and are

notarized.

.5 Co-execute submittals when required.

.6 Retain warranties and bonds until time specified for submittal.

.3 Except for items put into use with Owner's permission, leave date of beginning of time of

warranty until Date of Substantial Performance is determined.

.4 Conduct joint 6 month and 11 month warranty inspection, measured from time of

acceptance, by Consultant.

.5 Include information contained in warranty management plan as follows:

.1 Roles and responsibilities of personnel associated with warranty process,

including points of contact and telephone numbers within the organizations of

Contractors, subcontractors, manufacturers or suppliers involved.

.2 Provide list for each warranted equipment, item, feature of construction or

system indicating:

.1 Name of item.

.2 Model and serial numbers.

.3 Location where installed.

.4 Name and phone numbers of manufacturers or suppliers.

.5 Names, addresses and telephone numbers of sources of spare parts.


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.6 Warranties and terms of warranty: include one-year overall warranty of

construction. Indicate items that have extended warranties and show

separate warranty expiration dates.

.7 Cross-reference to warranty certificates as applicable.

.8 Starting point and duration of warranty period.

.9 Summary of maintenance procedures required to continue warranty in

force.

.10 Cross-Reference to specific pertinent Operation and Maintenance

manuals.

.11 Organization, names and phone numbers of persons to call for warranty

service.

.12 Typical response time and repair time expected for various warranted

equipment.

.3 Contractor's plans for attendance at 6 and 11 month post-construction warranty

inspections.

.4 Procedure and status of tagging of equipment covered by extended warranties.

.5 Post copies of instructions near selected pieces of equipment where operation is

critical for warranty and/or safety reasons.

.6 Respond in timely manner to oral or written notification of required construction

warranty repair work.

.7 Written verification to follow oral instructions.

.1 Failure to respond will be cause for the Consultant to proceed with action against

Contractor.

Part 2 Products

2.1 NOT USED

.1 Not Used.

Part 3 Execution

3.1 NOT USED

.1 Not Used.

END OF SECTION

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