tender package drawings in order of ......tender package drawings in order of arrangement:...

TENDER PACKAGE DRAWINGS IN ORDER OF ARRANGEMENT:ARCHITECTURAL DRAWINGS (9 PAGES)ELECTRICAL DRAWINGS (6 PAGES)MECHANICAL DRAWINGS (15 PAGES)

MOODY PARK

CENTURY HOUSE

NEW WESTMINSTER LAWN

BOWLING CLUB

MOODY PARK

POOL

P

R

I

N

C

E

S

S

S

T

S

I

X

T

H

A

V

E

N

U

E

S

E

V

E

N

T

H

S

T

H

A

M

I

L

T

O

N

S

T

E

I

G

H

T

H

A

V

E

N

U

E

E

I

G

H

T

H

S

T

1

0

T

H

S

T

N

A

N

A

I

M

O

S

T

S

E

V

E

N

T

H

A

V

E

H

A

M

I

L

T

O

N

S

T

K

I

N

G

S

T

O

N

S

T

E

I

G

H

T

H

A

V

E

N

U

E

N

I

N

T

H

S

T

S

I

X

T

H

A

V

E

N

U

E

E

I

G

H

T

H

S

T

E

I

G

H

T

H

S

T

E

D

I

N

B

U

R

G

H

S

T

SCOPE OF

WORK

PROJECT DIRECTORY

ARCHITECT

IREDALE ARCHITECTURE

220 - 12 WATER STREET

VANCOUVER BC

V6B 1A5

T: 604.736.5581

F: 604.736.5585

CONTACT: KENDALL B. JESSIMAN

[email protected]

CENTURY HOUSE

AIR CONDITIONING SYSTEM ADDITION

620 EIGHTH STREET, NEW WESTMINSTER, BC V3M 3S6

PROJECT No. 19028

25 MAR 2019 | ISSUED FOR TENDER

CE

NT

UR

Y H

OU

SE

AIR

C

ON

DIT

IO

NIN

G S

YS

TE

M A

DD

IT

IO

N

620 E

IG

HT

H S

TR

EE

T, N

EW

W

ES

TM

IN

ST

ER

, B

C V

3M

3S

6

PR

OJE

CT

N

o. 19028

25

M

AR

2

01

9 | IS

SU

ED

F

OR

T

EN

DE

R

RE

DA

LE

AR

CH

TE

CT

UR

E

I

I

22

0 - 1

2 W

ate

r S

tre

et V

an

co

uve

r, B

C V

6B

1

A5

60

4 - 7

36

- 5

58

1 V

an

co

uve

r V

icto

ria

CLIENT

CITY OF NEW WESTMINSTER

511 ROYAL AVENUE

NEW WESTMINSTER BC

V3L 1H9

T: 604.527.4597

C: 604.841.7870

CONTACT: WAYNE WERBOVETSKI

[email protected]

LOCATION PLAN

N

SCALE: N.T.S.

PROJECT STATISTICS

LEGAL DESCRIPTION:

MOODY SQUARE PLAN 2620

SCOPE:

THIS IS AN AIR-CONDITIONING PROJECT

THAT INVOLVES FAIRLY COMPLEX ARRAY

OF HEAT PUMPS OR SPLIT SYSTEM,

CONDENSING UNITS, STANDALONE

UNITS ON THE INSIDE AND UNITS

OUTSIDE AND WALL PENETRATIONS

AND FURRED OUT WALLS, ETC.

ELECTRICAL

E-0 DRAWING LIST, MECH. SCHEDULEAND SINGLE LINE

E-1 PARTIAL POWER PLAN - BASEMENT

E-2 PARTIAL POWER PLAN -LEVEL 1

E-2 PARTIAL POWER PLAN - ROOFE-4 PANEL SCHEDULESE-5 ELECTRICAL SPECIFICATION

MECHANICAL

M0.01 DRAWING NOTES AND SYMBOL SCHEDULE

M0.02 MECHANICAL SCHEDULES

M0.03 HVAC ROOF PLAN

M0.04 HVAC LEVEL 1 PLAN

M0.05 HVAC BASEMENT PLAN

M1.01 HVAC WILLOW ROOM RENOVATION PLAN

M1.02 HVAC MAPLE ROOM RENOVATION PLAN

M1.03 HVAC KITCHEN AREA RENOVATION PLAN

M1.04 HVAC SPRUCE ROOM RENOVATION PLAN

M1.05 HVAC OFFICE AREA RENOVATION PLAN

M1.06 HVAC ROOF NORTH RENOVATION PLAN

M1.07 HVAC ROOF SOUTH RENOVATION PLAN

M1.08 HVAC CEDAR, ARBUTUS & BIRCH PLAN

M2.01 MECHANICAL DETAILS

M3.01 MECHANICAL SPECIFICATION

ELECTRICAL

ACUMEN ENGINEERING

650-2700 PRODUCTION WAY

BURNABY BC

V5A 4X1

T: 778 328 9138

F: 604.676.9545

CONTACT: Aleksandr Gordeyev

[email protected]

MECHANICAL

AME GROUP

CONSULTANT MECHANICAL ENGINEERS

1100-808 WEST HASTINGS STREET

VANCOUVER BC

V6C 2X4

T: 604 684 5995

F: 604.684.5993

CONTACT: Andrew Miltimore

[email protected]

ARCHITECTURAL

A000 COVER SHEET, LOCATION PLAN,

DRAWING LIST

A100 NOTES AND WALL PENETRATION

DETAILS

A101 BASEMENT - FLOOR PLANS -

WILLOW, DARTS, MAPLE

(BILLIARDS) ROOMS

A102 LEVEL 1 - FLOOR PLAN

A103 ROOF PLAN

A104 BASEMENT- PARTIAL FLOOR PLAN

- WILLOW, DARTS, MAPLE

(BILLIARDS) ROOMS

A105 LEVEL 1 - PARTIAL FLOOR PLANS -

CEDAR AND SPRUCE ROOMS

A106 LEVEL 1 - PARTIAL FLOOR PLANS -

KITCHEN/ COOLER/ STORAGE/

ELECTRICAL, MANAGER'S/

PROGRAMMER'S/ PEER

COUNSEL'S OFFICES

A107 ROOF-PARTIAL PLANS -

STORAGE/ CEDAR ROOMS AND

LOUNGE AREA

DRAWING LIST

AutoCAD SHX Text

N

AutoCAD SHX Text

Project

AutoCAD SHX Text

North

AutoCAD SHX Text

True

AutoCAD SHX Text

North

NOTE: THIS IS NOT AN EXHAUSTIVE LIST. IF IN DOUBT, CONTACT THE CONSULTANT FOR CLARIFICATION

ARCH ARCHITECTURAL

PLAM PLASTIC LAMINATE

ALT ALTERNATE

ALUM ALUMINUM

FIN FINISH OR FINISHED

POLY POLY VAPOUR BARRIER

ANOD ANODIZED

PREFIN PREFINISHED

PT PRESSURE TREATED

BLDG BUILDING

PNTD PAINTED

BLK BLOCK

GALV GALVANIZED

REINF REINFORCED, REINFORCEMENT

GWB GYPSUM WALLBOARD

REQ'D REQUIRED

CONC CONCRETE

HC HANDICAPPED

RO ROUGH OPENING

CONT CONTINUOUS

COORD COORDINATE (WITH)

HORIZ HORIZONTAL

SIM SIMILAR

SPEC SPECIFICATION

COL COLUMN

INT INTERIOR

C/W COMPLETE WITH

STRUCT STRUCTURAL

DBL DOUBLE

MAX MAXIMUM

MECH MECHANICAL

THK THICK

DTL DETAIL

DWG DRAWING

MIN

TYP TYPICAL

EA EACH

MTL METAL

U/G UNDERGROUND

UNO UNLESS NOTED OTHERWISE

NTS NOT TO SCALE

U/S UNDERSIDE

VB VAPOUR BARRIER

ELEC ELECTRICAL

OC ON CENTRE

VERT VERTICAL

O/H OVERHEAD

WDW WINDOW

WP WATERPROOF(ING)

EXIST EXISTING

BLKG BLOCKING

CAULK CAULKING LA LIQUID APPLIED

MEMB MEMBRANE

MINIMUM

PLY PLYWOOD

SHEATH SHEATHING

SEAL SEALANT

ELEV DRAWING ELEVATION

PNT PAINT

INSUL INSULATION

FIN FLR FINISHED FLOOR

BP BUILDING PAPER

NOTE: THIS IS NOT AN EXHAUSTIVE LIST. IF IN DOUBT, CONTACT THE CONSULTANT FOR CLARIFICATION

VR VAPOUR RETARDER

LIST OF ABBREVIATIONS

ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION

PERIM PERIMETER

EXT EXTERIOR

P&S PEEL & STICK

REMOVE AND REINSTALL EXISTING

BRICK CLADDING AND MAKE GOOD

SURROUNDING AREA

BUILDING PAPER OVER

FLASHING

LIQUID APPLIED

WATER PROOFING TO

EXTEND DOWN 6"

OVER WOOD

SHEATHING RO LINER

NEW GALVANIZED

PANEL TRIM

NEW SPRAYED ON (CLOSED

CELL) INSULATION

EXIST WALL ASSEMBLY

NEW MECH VENT

NEW 2X BLOCKING

LIQUID APPLIED WATER

PROOFING ON WOOD

SHEATHING

& SEAL TO PREFIN MTL

HEAD FLASH

SCALE:

1

A100

3/32" = 1'-0"

TYP. WALL PENETRATION - BRICK CLADDING

RE

MO

VE

S

UF

FIC

IE

NT

D

RY

W

ALL

TO

A

LLO

W F

OR

IN

ST

ALLA

TIO

N O

F

BLO

CK

IN

G A

ND

C

LO

SU

RE

S.

PA

TC

H/ R

EP

AIR

T

O M

AT

CH

E

XIS

TIN

G

RE

MO

VE

+ R

EIN

ST

ALL S

UF

FIC

IE

NT

BR

IC

K C

LA

DD

IN

G T

O A

LLO

W F

OR

CLO

SU

RE

S. P

AT

CH

/ R

EP

AIR

TO

M

AT

CH

E

XIS

TIN

G

NOTE: FOR 1HR FRR WALLS

OPENING MUST BE BOXED IN WITH

5/8" TYPE X GWB.

PROVIDE FIRE STOPPING AT

PENETRATIONS

General Notes

1. This drawing is prepared from archival information and

from limited site review. Actual conditions may vary. The

contractor shall verify site conditions and dimensions prior

to start of construction. The contractor shall report any

variations that affect the scope or setting out of the work

and obtain direction from the consultants.

2. Patch and Make good all existing finish where affected

by new work.

3. Drawings to be read in conjunction with mechanical,

electrical and structural drawings.

4. Remove and reinstall existing CCTV camera, lighting

equipments and fire exit signs needed to complete work.

NOTE:

FOR 1HR FRR WALLS

OPENING MUST BE BOXED IN WITH 5/8" TYPE X GWB.

PROVIDE FIRE STOPPING AT PENETRATIONS

5. Where an existing surface material is re-instated to match theexisting material, refinish the entire wall and/ or ceiling surfacesto match existing finish and colour.

6. All roofing, patching, penetrations and tie-ins are to becompleted by a RCABC approved contractor.

PROVIDE NEW VENTILATOR

LOUVRE PER MECHANICAL

SEAL TOP EDGE OF

SHEATHING PAPER


PROOFING ON WOOD

SHEATHING

EXIST POLY VB

SEAL NEW POLY VB TO

EXIST POLY VB

EXIST WALL ASSEMBLY

REMOVE SUFFICIENT

WOOD SIDING IN AREA

AFFECTED TO ALLOW

CLOSURES, PATCH

AND REPAIR TO MATCH

EXISTING ADJACENT

FINISH

AB SHEATH PAPER LAP

& SEAL TO PREFIN MTL

HEAD FLASH

NEW PLY BLOCKING AS

REQUIRED

LIQUID APPLIED

WATER PROOFING

ON WOOD

SHEATHING

PREFIN MTL SILL

FLASH C/W 1" END

DAM

CUT BACK EXIST GWB

AND MAKE GOOD,

PROVIDE NEW GWB

TO MATCH EXIST,

EXIST WALL ASSEMBLY


PROOFING ON WOOD

SHEATHING ON

3/8" X 4" PT PLY SPACER

EX

IS

T W

AL

L A

SS

EM

BL

Y

SEAL NEW POLY VB TO

FRAMING & AB SHEATH

FOR AB CONTINUITY

FILLET CAULK

REMOVE/ CUT AND

RE-INSTALL WALL

FINISHES IN AREA

AFFECTED (MATCH

ADJACENT FINISH)

SCALE:

2

A100

3/32" = 1'-0"

TYP. WALL PENETRATION - WOOD CLADDING

HEAD SILL JAMB

L-1

24"X12"

L-1

24"X12"

REMOVE SUFFICIENT DRY WALL

TO ALLOW FOR INSTALLATION OF

BLOCKING AND CLOSURES.

PROVIDE NEW GWB, PATCH

AND REPAIR TO MATCH ADJACENT

EXISTING

3/8" ROD & CAULK

FIRE DAMPER

MECHANICAL

DUCT

FIRE DAMPER

MECHANICAL

DUCT

PREFIN MTL HEAD FLASH

C/W 1" END DAM

MECHANICAL

DUCT

REMOVE/ CUT AND RE-INSTALL

WALL FINISHES IN AREA

AFFECTED (MATCH ADJACENT

FINISH)

3/4"X 3" CEDAR WOOD

TRIM, PAINT TO MATCH

ADJACENT TRIM

COLOUR

REMOVE AND REINSTALL EXIST

STUCCO AND MAKE GOOD

SURROUNDING AREA

LIQUID APPLIED WP ON WOOD SHEATHING

LIQUID APPLIED

WATER PROOFING ON

WOOD SHEATHING

NEW GALVANIZED

METAL

NEW SPRAYED ON (CLOSED

CELL) INSULATION

EXIST WALL ASSEMBLY

NEW MECH VENT

NEW 2X BLOCKING


PROOFING ON WOOD

SHEATHING

SCALE:

3

A100

N.T.S.

TYP. WALL PENETRATION - STUCCO CLADDING

RE

MO

VE

S

UF

FIC

IE

NT

D

RY

W

ALL

TO

A

LLO

W F

OR

IN

ST

ALLA

TIO

N O

F

BLO

CK

IN

G A

ND

C

LO

SU

RE

S. P

AT

CH

AN

D R

EP

AIR

T

O M

AT

CH

A

DJA

CE

NT

EX

IS

TIN

G A

S N

EE

DE

D

RE

MO

VE

S

UF

FIC

IE

NT

S

TU

CC

O

TO

A

LLO

W F

OR

C

LO

SU

RE

S.

PA

TC

H A

ND

R

EP

AIR

T

O M

AT

CH

E

XIS

TIN

G

KEYED STUCCO JOINT

PREFIN MTL HEAD

FLASH C/W 1" END DAM, TYP.

1"

Revision

1 20 Mar 2019 Issued for Review for Tender

2 25 Mar 2019 Issued for Tender

I:\PROJECTS\Year 2019\19028 - New West City - Century House AC system addition-archKJ\DWGS\Phase 6 Bidding\19128-6-A-Century House-AC Sys Add.dwg

220 - 12 Water Street

Vancouver, BC V6B 1A5

604 - 736 - 5581

IREDALE

A R C H I T E C T U R E

Vancouver Victoria

iredale.ca

CENTURY HOUSE

AC SYSTEM ADDITION

620 EIGHTH STREET,

NEW WESTMINSTER, BC

SA BL KBJ

19028

25 MAR 2019 6

CALGARYT. 403-252-2333F. 403-253-3324710 - 1122 4TH STREET SWCALGARY, AB T2R 1M1

VICTORIAT. 250-382-5999F. 250-382-5998721 JOHNSON STVICTORIA, BC V8W 1M8

VANCOUVERT. 604-684-5995F. 604-684-59931100 - 808 W HASTINGS STVANCOUVER, BC V6C 2X4


BURNABY, BC V5A 4X1

PH.604.676.9545

ACUMENENGINEERING.CA

Definitions:

1."making good" and/or "make good" shall be defined as preparing new surfaces which are identical to adjacent surfaces (with similar

backing materials), and finished off in such a manner that there are absolutely no visible traces (at a distance of 600mm / 2 feet)

between existing work and the work of new patching. "making good" therefore, extends to the complete re-finishing of entire surface

areas as is necessary, to junction points or inside or outside corners of walls, partitions and ceilings.

2. "making good" for painting refers to satisfactorily preparing finish surfaces for paint, so that newly patched surfaces are

indistinguishable from immediately adjacent existing finishes of similar materials.

3. "patch and paint" for painting shall mean "make good".

4. "re & re" shall mean, remove, safely store and reinstall in a proper functional condition. Make good areas affected by this work.

NOTES AND

WALL PENETRATION

DETAILS

3/32" = 1'-0"

A100

AutoCAD SHX Text

Consultants

AutoCAD SHX Text

Seal

AutoCAD SHX Text

This computer generated drawing is an instrument of service and is copyright material. Use only for this project or as directed by Iredale Group.

AutoCAD SHX Text

Client

AutoCAD SHX Text

Partner

AutoCAD SHX Text

Sheet No.

AutoCAD SHX Text

Check

AutoCAD SHX Text

Project No.

AutoCAD SHX Text

Phase No.

AutoCAD SHX Text

Drawing Title

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Drawn

AutoCAD SHX Text

Date

B DC EA F LG H J K

2

1

3

5

4

6

7

8

9

10

11

12

UP

CRAWL SPACE

STAIR#1

STAIR#2

CORR. ELECT.

B02

STORAGE

PARK ATTNDT.

WOMENS

CORR.

MENS

WEIGHT ROOM

MAPLE ROOM (BILLIARDS)

STORAGE ROOM

POTTERY

ELEV.

STORAGE ROOM

DARTS ROOM

LAUNDRY

FURNACE ROOM

KILN

MULTI-PURPOSE

DAMP STORAGE

WILLOW ROOM

STORAGE ROOM

CRAWL SPACE

W/C

CLG. HT.

7'-7"

CLG. HT.

7'-2"

CLG. HT.

6'-8"

CLG. HT.

7'-8"

CLG. HT.

7'-8"

CLG

. H

T.

6'-11 3/4"

CLG. HT.

6'-8"

CLG. HT.

7'-4 1/2"

CLG. HT.

7'-4 1/2"

CLG. HT.

7'-7 1/2"

CLG. HT.

7'-9 1/2"

EXIST. TRACK LIGHTING

EXIST. BULKHEAD

SCALE:

1

A101

3/32" = 1'-0"

BASEMENT FLOOR PLAN

RF

GR

RF

GS

RF

GR

RF

GS

C

C

RF

GR

RF

GS

C

EQ. EQ.

EQ. EQ.

RF

GR

RF

GS

RF

GR

RF

GS

C

RFGR

RFGS

C

X

4X

X

X X

1 TON

1-1/2 T

ON

1-1/2 T

ON

64"

38"

1

A104

2

A104

CU-5

CU-4

64"

38"

EXIST.PNL 'X'

EXIST.PNL 'A'

SCALE:

B

A101

NTS

BILLIARDS ROOM

SCALE:

A

A101

NTS

CRAWL SPACE OUTSIDE WILLOW RM.

A

A101

B

A101

Revision






604 - 736 - 5581

IREDALE


Vancouver Victoria

iredale.ca

CENTURY HOUSE

AC SYSTEM ADDITION

620 EIGHTH STREET,

NEW WESTMINSTER, BC

SA BL KBJ

19028

25 MAR 2019 6





BURNABY, BC V5A 4X1

PH.604.676.9545


BASEMENT

FLOOR PLANS - WILLOW,

DARTS, MAPLE

(BILLIARDS) ROOMS

3/32" = 1'-0"

A101

N

AutoCAD SHX Text

CRAWL SPACE ACCESS DOOR

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

90'-7 1/2"(88.487 GEO.)

AutoCAD SHX Text

T/O CONC.

AutoCAD SHX Text

90'-8"

AutoCAD SHX Text

T/O SLAB

AutoCAD SHX Text

Consultants

AutoCAD SHX Text

Seal

AutoCAD SHX Text


AutoCAD SHX Text

Client

AutoCAD SHX Text

Partner

AutoCAD SHX Text

Sheet No.

AutoCAD SHX Text

Check

AutoCAD SHX Text

Project No.

AutoCAD SHX Text

Phase No.

AutoCAD SHX Text

Drawing Title

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Drawn

AutoCAD SHX Text

Date

DCBA E F G H J K L

1

2

3

4

5

6

7

8

9

10

11

12

OPEN TO BELOW

YOUTH

OFFICE

YOUTH

OFFICE

EXISTING FOYER

KITCHEN

MENS WOMENS

UPPER LOUNGE

FLEX OFFICE

LOUNGE

RECEPTION

JANITOR

CORR.

CO

RR

.

COMPUTER/STUDY

MANAGER

FLEX OFFICE

RA

MP

D

N

ENTRY

ELECT.STORAGE

OFFICE

COOLER

KITCHEN

WOMENS

MENS

LOUNGE

FIR ROOM

DOUGLAS ROOM

STORAGE

CEDAR ROOM

BIRCH ROOM

ARBUTUS ROOM

SPRUCE ROOM

OFFICE/RECEPTION

MANAGER

PROGRAMMER

SENIOR PEER COUN.

ELEVATOR

BARRIER-FREE W/C

STORAGE

JANITOR

STORAGE

RA

MP

U

P

DECK

WOMENS

MENS

STORAGE

STORAGE

OAK ROOM

CLG. HT.

8'-0"

CLG. HT.

7'-3"

CLG. HT.

8'-0"

CLG. HT.

8'-0"

CLG. HT.

8'-0"

CLG. HT.

7'-9"

CLG. HT.

7'-11"

CLG. HT.

8'-0"

CLG. HT.

8'-0"

CLG. HT.

8'-0"

EXIST.

BULKHEAD

CLG. HT.

9'-8"

CLG. HT.

7'-8"

CLG. HT.

7'-10"

FREEZER

EXIST. WINDOW BULKHEAD

HWT

OVEN

CLG. HT.

7'-10"

SCALE:

1

A102

3/32" = 1'-0"

LEVEL 1 FLOOR PLAN

C

RF

GS

RF

GR

EXISTING BB

HEATER

EXISTING BB

HEATER

EXISTING BB

HEATER

1/2 TON

1/2 TON

1/2 TON

AC

LIN

E R

OU

TIN

G

EXISTING BASEBOARD

EX

IS

TIN

G B

AS

EB

OA

RD

EXISTING BASEBOARD

1"

C

RF

GR

RF

GS

FIRE DAMPER

SEE DETAIL 4/M2.01

FIRE DAMPER

1

A105

2

A105

CU-2

CU-1

2

A106

CU-3

1

A106

5'-2"

5'

EXT R

EXIST. PNL 'Z'

APPROX. LOCATION OFEXISTING ELEC. ROOM(B13) IN BASEMENT

J

EXIST. PNL 'B'

EXIST. PNL 'W'EXIST. PNL 'W'

J

J

C

A102

SCALE:

C

A102

NTS

CEDAR AND BIRCH ROOM

M

A102

SCALE:

M

A102

NTS

SPRUCE ROOM - EXTERIOR

SCALE:

D

A102

NTS

ARBUTUS ROOM

SCALE:

F

A102

NTS

ELECTRICAL ROOM

SCALE:

K

A102

NTS

MANAGER'Ss ROOM

SCALE:

H

A102

NTS

PEER COUNSEL's ROOM

SCALE:

J

A102

NTS

PROGRAMMER's ROOM

SCALE:

L

A102

NTS

SPRUCE ROOM - WINDOW SIDE

L

A102

D

A102

SCALE:

E

A102

NTS

RAMP TO KITCHEN

6'-1"

VE

RIF

Y W

/ M

EC

HA

NIC

AL

7'-4"

VERIFY W/ MECHANICAL

4"

78"

36"

SCALE:

G

A102

NTS

REMOVE FORCED FLOW HEATER

NOTE:

PATCH/ REPAIR OPENING AFTER REMOVAL OF

FORCE FLOW HEATER AND ADD GWB, AS

NEEDED, PATCH AND FINISH WITH PAINT TO

MATCH ADJACENT, AS PER OWNER

18"±

6"

DRAWING LEGEND:

AREA NOT IN SCOPE OF WORK

DEMOLISH OR REMOVE EXISTING

1. ALL EXISTING SURFACES AFFECTED BY THE WORK TO BE

PREPARED FOR RE-PAINTING IN ACCORDANCE WITH MPI

STANDARDS.

2. ALL LABOUR, MATERIALS AND PRODUCTS TO COMPLY WITH

THE REQUIREMENTS OF THE BC BUILDING CODE, 2012 EDITION,

AND ALL OTHER APPLICABLE CODES, STANDARDS AND

BYLAWS.

3. PATCH AND REPAIR AND FINISH TO MATCH ADJACENT FINISHES

IN AREAS AFFECTED.

4. MUST COORDINATE WITH MECHANICAL AND ELECTRICAL. AS

REQUIRED

GENERAL NOTES

GENERAL DEMOLITION NOTES

1. ALL DIMENSIONS TO BE CONFIRMED ON SITE PRIOR TO ANY

EXECUTION OF WORK.

2. GC TO ALLOW FOR RELOCATION OF ACCESSORIES,

APPLIANCES, EQUIPMENT, GARBAGE BINS, ETC. AS

REQUIRED BY SCOPE OF WORK, TYP.

3. PATCH AND MAKE GOOD EXISTING WALLS/ COLUMNS AND

ALL AREAS AFFECTED BY WORK.

4. COORDINATE LOCATION OF STRUCTURE PRIOR TO ANY

WORK.

NEW L-1, LOUVRE

PER MECHANICAL

HEAD FLASHING,

SEE DETAIL 2/A100

EXISTING LOUVRE

SILL FLASHING,

SEE DETAIL 2/A100

EXIST. WOOD TRIM

SCALE:

1

A102

1/8" = 1'-0"

PARTIAL ELEVATION - LOUVRE [L-1] - SPRUCE ROOM

Revision






604 - 736 - 5581

IREDALE


Vancouver Victoria

iredale.ca

CENTURY HOUSE

AC SYSTEM ADDITION

620 EIGHTH STREET,

NEW WESTMINSTER, BC

SA BL KBJ

19028

25 MAR 2019 6





BURNABY, BC V5A 4X1

PH.604.676.9545


N

LEVEL 1

PARTIAL FLOOR PLAN

3/32" = 1'-0"

A102

AutoCAD SHX Text

DN 8R

AutoCAD SHX Text

DN 6R

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

T/O MAIN FLR.

AutoCAD SHX Text

100'-0" (91.34 GEO.)

AutoCAD SHX Text

RWL

AutoCAD SHX Text

RWL

AutoCAD SHX Text

Consultants

AutoCAD SHX Text

Seal

AutoCAD SHX Text


AutoCAD SHX Text

Client

AutoCAD SHX Text

Partner

AutoCAD SHX Text

Sheet No.

AutoCAD SHX Text

Check

AutoCAD SHX Text

Project No.

AutoCAD SHX Text

Phase No.

AutoCAD SHX Text

Drawing Title

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Drawn

AutoCAD SHX Text

Date

B13 ELEC.

EXISTINGCU UNITYOUTHCENTRE

APPROX. LOCATION OF EXISTINGELEC. ROOM B13 IN BASEMENT

APPROX. LOCATION OF 5" DIA.PIPE PENETRATION FORELECTRICAL CONDUITS, REFERTO DETAIL 3/A107

DC E F G H J K L

1

2

3

4

5

6

7

8

9

10

11

12

BA

SCALE:

1

A103

3/32" = 1'-0"

ROOF PLAN

HV-1

HV-2

HV-3

1

A107

2

A107

EXISTING PARKS BUILDING

GENSET

ELECT.

GAS METERS

Revision






604 - 736 - 5581

IREDALE


Vancouver Victoria

iredale.ca

CENTURY HOUSE

AC SYSTEM ADDITION

620 EIGHTH STREET,

NEW WESTMINSTER, BC

SA BL KBJ

19028

25 MAR 2019 6





BURNABY, BC V5A 4X1

PH.604.676.9545


ROOF PLAN

3/32" = 1'-0"

A103

N

AutoCAD SHX Text

Consultants

AutoCAD SHX Text

Seal

AutoCAD SHX Text


AutoCAD SHX Text

Client

AutoCAD SHX Text

Partner

AutoCAD SHX Text

Sheet No.

AutoCAD SHX Text

Check

AutoCAD SHX Text

Project No.

AutoCAD SHX Text

Phase No.

AutoCAD SHX Text

Drawing Title

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Drawn

AutoCAD SHX Text

Date


DARTS ROOM

STORAGE ROOM

CLG. HT.

6'-8"

CLG. HT.

7'-8"

CLG. HT.

7'-8"

CLG

. H

T.

6'-1

1 3

/4

"

CLG. HT.

6'-8"

CLG. HT.

7'-4 1/2"

CLG. HT.

7'-4 1/2"

CU-5

RF

GR

RF

GS

RF

GR

RF

GS

C

RFGR

RFGS

C

AC-7

AC-6

AC-8

ALL REFRIGERANT, CONDENSATE,

POWER AND CONTROL LINES ARE

TO RUN INSIDE BULK HEAD TIGHT

TO UNDERSIDE OF CEILING

X

4X

X

X X

6'-0" HIGH CHAIN-LINK

FENCE WITH

LOCKABLE GATE

1 TON

1-1

/2

T

ON

1-1

/2

T

ON

EXISTING BASEBOARD HEATER

6" CONCRETE

PAD

64"

38"

EXIST.PNL 'A'

NEW BULKHEAD - 12" DEEP X 7 3/4" WIDE, AS

TIGHT AS NEEDED FOR MECHANICAL /

ELECTRICAL, CONFIRM WITH ARCHITECT,

PATCH / REPAIR/ PAINT AS NEEDED

NEW WALL PENETRATIONS 8"X8" PER DETAIL3/A100 (SIM.), GC TO CONFIRM PENETRATIONTHRU. CONC. WALL OR WOOD FRAME.COORDINATE WITH MECH/ ELEC. CONDUITS TO

AC UNITS CLG. MTD., TO BE VERIFIED ON SITE

NEW BULKHEAD - 16" DEEP X 7 3/4"

WIDE, AS TIGHT AS NEEDED FOR

MECHANICAL / ELECTRICAL, CONFIRM

WITH ARCHITECT

4

A105

3

A104

3

A104

SIM.

SIM.

7 3/4"

BULKHEAD

7 3

/4

"

BU

LK

HE

AD

NEW WALL PENETRATIONS 4"X4" PER DETAIL3/A100 (SIM.), GC TO CONFIRM PENETRATIONTHRU. CONC. WALL OR WOOD FRAME.COORDINATE WITH MECH/ ELEC. CONDUITS TO

AC UNITS CLG. MTD., TO BE VERIFIED ON SITE

NOTE: HOLES IN CONCRETE WALLS

MIN. 1" DIA. LARGER THAN

INSULATED PIPES

NOTE: LOCATE FENCE MIN. 3'-0"

CLEAR OF MECHANICAL EQUIPMENT.

PROVIDE 3'-0" WIDE FENCE GATE.

18'-11"

43

'-1

0"

STAIR#2

WILLOW ROOM

W/C

CLG. HT.

7'-7"

CLG. HT.

7'-2"

CLG. HT.

7'-9 1/2"

EXIST. TRACK LIGHTING

EXIST. BULKHEAD

CU-4

RF

GR

RF

GS

RF

GR

RF

GS

C

AC-9 AC-10

C

RF

GR

RF

GS

C

AC-11

6" CONCRETE

PAD

NEW WALL PENETRATION

4"X4" PER MECHANICAL /

ELECTRICAL CONDUITS TO

AC UNITS CLG. MTD., TO BE

COORDINATED ON SITE

PROVIDE/ INSTALL

NEW 6'-0" HIGH CHAIN-LINK

FENCE WITH LOCKABLE

GATE

EQ. EQ.

EQ. EQ.

64"

38"

NEW BULKHEAD - 12" DEEP X 7 3/4" WIDE, AS

TIGHT AS NEEDED FOR MECHANICAL /

ELECTRICAL, CONFIRM WITH ARCHITECT

7"


4"X4" PER MECHANICAL /

ELECTRICAL CONDUITS TO AC UNITS

WALL MTD., COORDINATE ON SITE

NEW 22 ga PREFINISHED

METAL FLASHING BREAK

SHAPE TO HOUSE

MECHANICAL / ELECTRICAL

CONDUITS

4

A104

3

A104

SIM.

4

A104

EX

IS

TIN

G B

ULK

HE

AD

36'-4 1/4"

17'-1"

7 3/4"

4

A104

SIM.

NOTE: ALL MECHANICAL LINES/

ELECTRICAL CONDUITS TO BE

LOCATED ON EXTERIOR WALL

NOTE: HOLES IN CONCRETE WALLS

MIN. 1" DIA. LARGER THAN

INSULATED PIPES




4

A105

4"

CLR.

7'-0" M

IN

. C

LE

AR

AN

CE

,

GC

T

O C

ON

FIR

M O

N S

IT

E

EXISTING

EXISTING

NEW AC UNIT (TYP.) WALL MTD. PER

MECH. DWGS. BULKHEAD TO HOUSE

ALL ELECTRICAL CONDUITS , MECH.

AS TIGHT AS POSSIBLE TO CEILING.

GC TO CONFIRM ON SITE BEFORE

INSTALLING AC UNIT C/W BULKEAD

12"

CLR.

WRAP TIGHT WITH

1

2

"

GYPSUM BOARD

EXISTING CEILING

7 3/4"

22ga PRE-FINISHED METAL

FLASHING BRAKE SHAPE

SHROUD TO BE MIN 12"H

AND COVER PIPES

COMPLETELY, CONFIRM

SIZE WITH MECH/ ELEC.

MECH.

PIPING/

ELEC.

CONDUITS

INSTALL NEW AC UNIT

(TYP.) WALL MTD. PER

MECH. DWGS. WITH

CLEARANCES PER MECH.

SPECS.

GC TO CONFIRM ON SITE

BEFORE INSTALLING

RE & RE WOOD CLADDING

AS NEEDED TO INSTALL

METAL ENCLOSURE TO

RUN CONDUITS THROUGH

WALL PENETRATION TO

AC UNIT, WALL MOUNTED

AS LOCATED PER MECH.

DWGS. AS TIGHT AS

POSSIBLE.

GC TO CONFIRM WITH

MECH.ON SITE BEFORE

INSTALLING

1

2

" CAULK ALL AROUND (TYP)

4"

CLR.

12"±

6"

CLR.

12"

CLR.

4"X4" WALL

PENETRATION

PER MECH.

DWGS.

CUT / REPAIR OPENING,

TO BE REINFORCED PER

STRUCTURAL

1"

1"

FASTEN SHROUD TO

CONCRETE WITH BOLTS

WITH 1"+ OVERLAP

Revision






604 - 736 - 5581

IREDALE


Vancouver Victoria

iredale.ca

CENTURY HOUSE

AC SYSTEM ADDITION

620 EIGHTH STREET,

NEW WESTMINSTER, BC

SA BL KBJ

19028

25 MAR 2019 6





BURNABY, BC V5A 4X1

PH.604.676.9545


N

SCALE:

2

A104

1/4" = 1'-0"

PARTIAL FLOOR PLANS - WILLOW ROOM

SCALE:

1

A104

1'-0" = 1/4"

PARTIAL FLOOR PLANS - DARTS, MAPLE (BILLIARDS) ROOMS

SCALE:

3

A104

N.T.S.

TYP. BULKHEAD DETAIL - WILLOW/ MAPLE Rooms

BASEMENT

FLOOR PLANS - WILLOW,

DARTS, MAPLE

(BILLIARDS) ROOMS

3/32" = 1'-0"

A104

SCALE:

4

A104

N.T.S.

METAL ENCLOSURE SECTION/ WALL PENE.- WILLOW Rm.

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

Consultants

AutoCAD SHX Text

Seal

AutoCAD SHX Text


AutoCAD SHX Text

Client

AutoCAD SHX Text

Partner

AutoCAD SHX Text

Sheet No.

AutoCAD SHX Text

Check

AutoCAD SHX Text

Project No.

AutoCAD SHX Text

Phase No.

AutoCAD SHX Text

Drawing Title

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Drawn

AutoCAD SHX Text

Date

CEDAR ROOM

BIRCH ROOM

ARBUTUS ROOM

JANITOR

DECK

EXISTING

BASEBOARD

HEATER

EXISTING

BASEBOARD

HEATER

EXISTING

BASEBOARD

HEATER

3

A105

REMOVE AC UNIT/ WINDOW

SHAKER, PATCH & REPAIR

INSTALL NEW GLAZING TO

MATCH ADJACENT

GLAZING TO BE TINTED,

TYPICAL, VERIFY WITH OWNER

GLAZING TO BE TINTED,

TYPICAL, VERIFY WITH OWNER

REMOVE AC UNIT/ WINDOW

SHAKER, PATCH & REPAIR


MATCH ADJACENT

CORR.

LOUNGE

SPRUCE ROOM

CLG. HT.

9'-8"

CLG. HT.

7'-8"

CLG. HT.

7'-10"

EXIST. WINDOW BULKHEAD

CLG. HT.

7'-10"

R-1

L-1

S-1 S-1

S-1

C

RF

GS

RF

GR

DRAIN AC-7 CONDENSATE TO SINK

UPSTREAM OF P-TRAP, RUN THE PIPING UP

THE WALL, THROUGH THE SOFFIT INTO THE

ATTIC SPACE.REFER TO MECHANICAL DWGS.

COORDINATE

FINAL LOCATION

ON SITE

ALL OUTDOOR REFRIGERANT,

POWER AND CONTROL LINES

ARE TO RUN INSIDE FURRED

OUT PORTION OF EXTERIOR

WALL; INSIDE LINES ARE TO

RUN WITHIN CEILING PLENUM

AC-5

SUPPLY

INTAKE

CU-3

EXISTING BB

HEATER

EXISTING BB

HEATER

EXISTING BB

HEATER

PROVIDE NEW 6"

CONCRETE PAD

EXISTING

ACCESS

HATCH

16"±.

CUT OPEN GWB, AS NEEDED, PATCH/ REPAIR/

PAINT. REMOVE ACCESSORIES ON WALL AND

RE-INSTALL AFTER PATCH/ REPAIR AND

PAINTING - WALL FROM CORNER TO CORNER

AND FLOOR TO CLG.

ADD

3

4

" PLYWOOD C/W

SUPPORT FOR AC-5.

EXTEND PLYWOOD

C/W SUPPORTS

AROUND AC-5 FOR

SERVICING

EXTEND

PLYWOOD

PLATFORM

TO HATCH

5'-2"

5'

EXIST. PNL 'Z'

NEW WALL PENETRATION PER

MECHANICAL / ELECTRICAL

CONDUITS TO AC UNITS CLG. MTD.,

TO BE COORDINATED ON SITE

TO BE COVERED WITH 22 ga

PREFINISHED SHEET METAL

ENCLOSURE ON EXTERIOR

SIDE(3"X6") SITE VERIFY, SEE

DETAIL 4/A106


(24"X12") PER MECHANICAL, TO

BE COORDINATED ON SITE.

SEE ARCH. DETAIL 2/A100

6'-1

"

VE

RIF

Y W

/ M

EC

HA

NIC

AL

7'-4"

VERIFY W/ MECHANICAL

2

A100

CUT OPENINGS FOR NEW

MECHANICAL DIFFUSERS,

PER MECHANICAL

CUT OPENINGS FOR NEW

MECHANICAL DIFFUSERS,

PER MECHANICAL




4

A105

2'-0"

2'-0 1/2"

10'-7"

SITE VERIFY

7'-2"

SITE VERIFY

BASE BOARD HEATER

REMOVE AC UNIT C/W

PLYWOOD, PATCH & REPAIR


MATCH ADJACENT

BASE BOARD HEATER BASE BOARD HEATER

REMOVE AC UNIT C/W PLYWOOD,

PATCH & REPAIR INSTALL NEW

GLAZING TO MATCH ADJACENT

3'-4"

SITE VERIFY

3'-4"

SITE VERIFY

2'-6"

GLAZING TO BE TINTED/

WITH FILM, TYPICAL, TO

BE CONSISTENT

GLAZING TO BE TINTED/

WITH PURPLE FILM TO

MATCH ADJACENT,

TYPICAL, TO BE

CONSISTENT

EXIST.

PURPLE FILM

EXIST. PURPLE FILM EXIST.

PURPLE FILM

EXIST.

PURPLE

FILM

5'-4"

NO FILMNO FILM NO FILM NO FILM NO FILM

NO FILMNO FILM

8'-6"

CEILING

FINISH FLOOR

NO FILM NO FILM

4

A105

CU-2

PAD MOUNTED ON

DURA-BLOCK

CONCRETE

PAD

5'-4"

3'-2"

1'-0"

1'-0"

1'-0"

1'-0"

CU-3

CU-4

CU-5

TYP. CONC SLAB DETAIL

1/2" = 1'-0"

3

A104

6"

COMPACTED SAND

OR PROVIDE 3/4" FREE DRAINING

GRAVEL; 95% PROCTOR

2X6 PT BLOCKING ON STAKE

SOFTEN ALL EDGES

GRADE LEVEL

TYP. CONC SLAB SECTION

1/2" = 1'-0"

4

A104

INSTALLATION NOTES:

1. FOR AIR CONDITIONING EQUIPMENT CONCRETE SLABS ON GRADE,

PROVIDE, 6" GALVANIZED STEEL MESH REINFORCED CONCRETE SLAB,

6" GRAVEL FILL COMPACTED TO 95% DENSITY OVER COMPACTED SUB

BASE. ALL EXCAVATION TO BE COMPLETED BY HAND, UNDER

SUPERVISION OF THE CITY ARBORIST, AS REQUIRED BY CITY OF NEW

WESTMINSTER.

2. CONCRETE TO BE 30 MPa MIN.

Revision






604 - 736 - 5581

IREDALE


Vancouver Victoria

iredale.ca

CENTURY HOUSE

AC SYSTEM ADDITION

620 EIGHTH STREET,

NEW WESTMINSTER, BC

SA BL KBJ

19028

25 MAR 2019 6





BURNABY, BC V5A 4X1

PH.604.676.9545


SCALE:

2

A105

1/4" = 1'-0"

PARTIAL FLOOR PLAN - SPRUCE

SCALE:

1

A105

1/4" = 1'-0"

PARTIAL FLOOR PLAN - CEDAR

SCALE:

3

A105

1/4" = 1'-0"

PARTIAL ELEVATION - GLAZING REPLACEMENT- CEDAR/ BIRCH ARBUTUS RMS.

LEVEL 1

PARTIAL FLOOR PLANS -

CEDAR AND SPRUCE ROOMS

1/4" = 1'-0"

A105

N

AutoCAD SHX Text

DN 6R

AutoCAD SHX Text

DN

AutoCAD SHX Text

RWL

AutoCAD SHX Text

Consultants

AutoCAD SHX Text

Seal

AutoCAD SHX Text


AutoCAD SHX Text

Client

AutoCAD SHX Text

Partner

AutoCAD SHX Text

Sheet No.

AutoCAD SHX Text

Check

AutoCAD SHX Text

Project No.

AutoCAD SHX Text

Phase No.

AutoCAD SHX Text

Drawing Title

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Drawn

AutoCAD SHX Text

Date

ENTRY

OFFICE/RECEPTION

MANAGER

PROGRAMMER

SENIOR PEER COUN.

RA

MP

U

P

CLG. HT.

8'-0"

CLG. HT.

8'-0"

CLG. HT.

8'-0"

CLG. HT.

8'-0"

HRV-1 (A)

AC-1

HRV-2 (A)

HRV-3 (A)

FF-1

HRV-2 (B)

HRV-1 (B)

HRV-3 (B)

CEILING

MOUNTED

PROVIDE 6" CONCRETE

SLAB TO MATCH WIDTH

OF CHIMNEY

PROTRUSION AND

EXTENT OUT TO BE

FLUSH WITH SIDEWALK

1/2 TON

1/2 TON

1/2 TON

AC

LIN

E R

OU

TIN

G

EXISTING BASEBOARD

EX

IS

TIN

G B

AS

EB

OA

RD

EXISTING BASEBOARD

AC-2

CU-2

AC-3

CONFIRM W/ ELECTRICALCONSULTANT FOR SIZE ANDTYPE OF SURFACE MOUNTRACEWAY WIREMOLD

REMOVE EXISTING ENTRANCE FORCE FLOWHEATER C/W WIRING OVER THE DOUBLE DOORS

ENTERING FROM THE MAIN ENTRY.

INSTALL SURFACE MOUNT RACEWAY WIREMOLDWIRING ON WALL/CEILING AT NEW LOCATION OFFF-1 ABOVE THE ENTRANCE. REFER TOELECTRICAL DRAWINGS.

REMOVE / REINSTALL

EXISTING EXIT SIGN FROM

THE CEILING ABOVE THE

ENTRANCE AT NEW LOCATION

PER ELECTRICAL DWGS.

REFER TO WALL PENETRATIONDETAIL 4/A106, COORDINATEWITH MECH/ ELEC


REFER TO WALL PENETRATIONDETAIL 4/A106, AND PIPE CHASEON EXTERIOR WALL

REFER TO WALL PENETRATION DETAIL4/A106, AND PIPE CHASE ON EXTERIORWALL COORDINATE WITH MECH/ ELEC

REFER TO WALL PENETRATIONDETAIL 4/A106, AND PIPE CHASECOORDINATE WITH MECH/ ELEC

4"

78"

36"

1

A100

TYP.

3

A106

TYP.BULKHEADDETAIL

1

A100

TYP.

INFILL OPENING


2'-0"

3'-0"

8'-10"

3'-3"

24"

2'-2"

24"

1

A100

TYP.

1

A100

TYP.




4

A105

18"±

6"

RA

MP

D

N

ELECT.STORAGE

OFFICE

COOLER

KITCHEN

BARRIER-FREE W/C

CLG. HT.

7'-3"

CLG. HT.

7'-9"

CLG. HT.

7'-11"

CLG. HT.

8'-0"

CLG. HT.

8'-0"

CLG. HT.

8'-0"

EXIST.

BULKHEAD

FREEZER

HWT

OVEN

1"

S-1

L-1

AC-4

CU-1

C

RF

GR

RF

GS

WALL MOUNTED

CONDENSING UNIT, C/W

VIBRATION ISOLATION.

INSTALL 1" CLEAR OF

THE RWL

ALL REFRIGERANT,

CONDENSATE, POWER

AND CONTROL LINES

ARE TO RUN INSIDE

BULK HEAD TIGHT TO

UNDERSIDE OF CEILING

EF-1

FIRE DAMPER

SEE DETAIL 4/M2.01

CONTRACTOR TO

FIRESTOP ALL

PENETRATIONS THROUGH

FIRE RATED WALLS C/W

TYPE X GWB.

PAINT ALL NEW WORK

AFFECTED BY NEW DUCT/

INSULATION/ COVERS

WALLS PATCHING AND

MAKE GOOD

TYPICAL NEW WALL

PENETRATION DETAIL,

SEE 4/ A105 (SIM. TO

STUCCO WALL) AND

DETAIL 4/A106, SIM.

FIRE DAMPER

EXIST.

ACCESS

HATCH

SURFACE MOUNTED WIREMOLD TOOUTSIDE UNIT. FINISHED AND PAINTEDTO MATCH ADJACENT WALL COLOURS,GC TO CONFIRMREFER TO ELECTRICAL DRAWINGS.

REFER TO WALL PENETRATIONSECTION 3/A100, AND PLANDETAIL 4/A106 (SIM.)COORDINATE WITH MECH/ ELEC

EXIST. RWL

INSTALL NEW WALL WALL MTD. AC PER

MECHANICAL / ELECTRICAL CONDUITS , TO BE

COORDINATED ON SITE. ADD WIREMOLD AS

NEEDED TO COVER ELEC. AND PAINT TO

MATCH ADJACENT, CONFIRM W/ ARCH.

3

A100

10' (VERIFY W/MECH.)

ROUTE PIPING AROUND

EXISTING LIGHT FIXTURES

PER ELEC./ MECH.

INFILL OPENING

OF REMOVED

FORCE FLOW

HEATER, USE

TYPE 'X' GWB

NEW

BULKHEAD

AS TIGHT AS

POSS.

3

A106

TYP.

6'-0"

9'-2"

6'-5"

5'-6"

8'-8"

NOTE:ALL DIMENSIONS TO BE SITE VERIFIEDWITH EXISTING CONDITIONS IN ALLDRAWINGS

7'-0

" M

IN

. C

LE

AR

AN

CE

,

GC

T

O C

ON

FIR

M O

N S

IT

E

EXISTING

NEW AC UNIT (TYP.) WALL MTD. PER

MECH. DWGS. BULKHEAD TO HOUSE

ALL ELECTRICAL CONDUITS , MECH.

AS TIGHT AS POSSIBLE TO CEILING.

GC TO CONFIRM WITH MECH./ ARCH.

BEFORE INSTALLING BULKEAD

12"

CLR.

WRAP TIGHT WITH

1

2

"

GYPSUM BOARD

EXISTING CEILING

4"

EXISTING

SHROUD TO COVER PIPES

COMPLETELY, CONFIRM

SIZE WITH MECH/ ELEC.

ME

CH

.

PIP

IN

G/

EL

EC

.

CO

ND

UIT

S

RE & RE BRICK/ WOOD/

STUCCO CLADDING AS REQD.

TO INSTALL METAL

ENCLOSURE TO RUN

CONDUITS THROUGH WALL

PENETRATION TO

MECH/ELEC, AS INDICATED

AS TIGHT AS POSSIBLE.

GC TO CONFIRM WITH

MECH.ON SITE BEFORE

INSTALLING

4"-6"

PER

MECH./

ELEC.

6"-12" PER MECH./ELEC.

CLR.

4"X4" WALL

PENETRATION

PER MECH.

DWGS.

CUT / REPAIR OPENING,

TO BE REINFORCED PER

STRUCTURAL

22GA PRE-FINISHED

METAL FLASHING BRAKE

SHAPE

1

2

" CAULK ALL AROUND

(TYP)

FASTEN SHROUD TO

CONCRETE WITH BOLTS

WITH 1"+ OVERLAP

EX

IS

T W

AL

L A

SS

EM

BL

Y

EX

IS

T W

AL

L A

SS

EM

BL

Y

Revision






604 - 736 - 5581

IREDALE


Vancouver Victoria

iredale.ca

CENTURY HOUSE

AC SYSTEM ADDITION

620 EIGHTH STREET,

NEW WESTMINSTER, BC

SA BL KBJ

19028

25 MAR 2019 6





BURNABY, BC V5A 4X1

PH.604.676.9545


SCALE:

2

A106

1/4" = 1'-0"

PARTIAL FLOOR PLAN - MANAGER'S/ PROGRAMMER'S/ PEER COUNSEL'S OFFICES

SCALE:

1

A106

1/4" = 1'-0"

PARTIAL FLOOR PLAN - KITCHEN/ COOLER/ STORAGE/ ELECTRICAL

LEVEL 1

PARTIAL FLOOR PLANS -

KITCHEN/ COOLER/ STORAGE/

ELECTRICAL, MANAGER'S/

PROGRAMMER'S/ PEER

COUNSEL'S OFFICES

1/4" = 1'-0"

A106

SCALE:

3

A106

3/32" = 1'-0"

TYP. BULKHEAD DETAIL - OFFICES

N

SCALE:

4

A106

3/32" = 1'-0"

TYP. METAL ENCLOS. PLAN DETAIL - EXTERIOR

AutoCAD SHX Text

RWL

AutoCAD SHX Text

Consultants

AutoCAD SHX Text

Seal

AutoCAD SHX Text


AutoCAD SHX Text

Client

AutoCAD SHX Text

Partner

AutoCAD SHX Text

Sheet No.

AutoCAD SHX Text

Check

AutoCAD SHX Text

Project No.

AutoCAD SHX Text

Phase No.

AutoCAD SHX Text

Drawing Title

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Drawn

AutoCAD SHX Text

Date

HV-1

HV-2

RA UP

SA

SA DOWN

RA

SA

EXISTING RTU ROOF

CURB TO REMAIN,

RE & RE

1

RA

EXISTING RTU ROOF

CURB

EXISTING RTU ROOF

CURB TO REMAIN,

RE & RE

1

5' MIN. DISTANCE

SA

RA

SA

6' MIN. DISTANCE

HV-1

HV-2

RA UP

SA

SA DOWN

RA

SA

REMOVE EXISTING

ROOF TOP UNIT

EXISTING RTU ROOF CURB TO

REMAIN, PATCH AND REPAIR

ROOF AS NECESSARY TO

HOUSE NEW UNIT, SEE DETAIL

PER MECH.

REMOVE EXISTING

ROOF TOP UNIT

EXISTING RTU ROOF

CURB TO REMAIN,

PATCH AND REPAIR

ROOF AS NECESSARY

TO HOUSE NEW UNIT,

SEE DETAIL PER MECH.

REMOVE POWER WIRING AND RACEWAY FROM EXISTING HV-2 PER ELECTRICAL.

PROVIDE NEW FEEDERS FOR HV-2 PER ELECTRICAL AS APPROVED



1

1

HV-1

HV-3

USE OR MODIFY

EXISTING RTU ROOF

CURB TO HOUSE

NEW HV-3

1



REMOVE EXISTING

ROOF TOP UNIT

EXISTING RTU ROOF

CURB TO REMAIN,

PATCH AND REPAIR

ROOF AS

NECESSARY TO

HOUSE NEW UNIT,

SEE DETAIL PER

MECH.

1

PROVIDE ROOF CURB ADAPTOR KIT TO UTILIZE EXISTING ROOF CURB.

CONTRACTOR TO SEAL AND WEATHER PROOF AND UNUSED EXISTING

OPENING. REFER TO DETAIL ON MECHANICAL DRAWINGS.

PATCH ROOF ON CURBS C/W FLASHING AND COUNTER FLASHING 12" AND

RE & RE.

REFER TO MECHANICAL AND ELECTRICAL DRAWINGS.

EXISTING RTU ROOF CURB TO REMAIN, PATCH AND REPAIR ROOF

MEMBRANE C/W PLYWOOD, AS NECESSARY TO HOUSE NEW RAISED UNIT.

ROOF CURB TO BE WEATHER RESISTANT AND INSULATED.

1. ACOUSTICAL INSULATIONS REPLACEMENT WITHIN THE EXISTING

ROOF CURBS, REINFORCING THE EXISTING ROOF CURBS.

2. ROOF CURB TO BE RCABC STANDARDS

1

KEYED NOTES:

E F G H J

6

7

8

9

BA

5

6

B13 ELEC.

APPROX. LOCATION OF EXISTINGELEC. ROOM B13 IN BASEMENT

APPROX. LOCATION OF 5" DIA.PIPE PENETRATION FORELECTRICAL CONDUITS, REFERTO DETAIL 3/A107

G H J

3

4

Scale: N.T.S

TYP. GOOSENECK PENETRATION DETAIL

3

TYPICAL ROOF

ASSEMBLY

COUNTER FLASHING

BACK DRAFT DAMPER

SEAL ALL SHEET

METAL AND MAKE

WATER TIGHT WITH

HIGH VELOCITY DUCT

SEALER

1/2"X1/2" BIRDSCREEN

3

0

°

24"

12"

Revision






604 - 736 - 5581

IREDALE


Vancouver Victoria

iredale.ca

CENTURY HOUSE

AC SYSTEM ADDITION

620 EIGHTH STREET,

NEW WESTMINSTER, BC

SA BL KBJ

19028

25 MAR 2019 6





BURNABY, BC V5A 4X1

PH.604.676.9545


SCALE:

1

A107

1/4" = 1'-0"

PARTIAL ROOF PLAN - STORAGE/ CEDAR ROOMS

SCALE:

2

A107

1/4" = 1'-0"

PARTIAL ROOF PLAN - LOUNGE AREA

ROOF

PARTIAL PLANS -

STORAGE/ CEDAR ROOMS

AND

LOUNGE AREA

1/4" = 1'-0"

A107

SCALE:

3

A107

1/4" = 1'-0"

PARTIAL ROOF PLAN - PIPE PENETRATION

N

AutoCAD SHX Text

Consultants

AutoCAD SHX Text

Seal

AutoCAD SHX Text


AutoCAD SHX Text

Client

AutoCAD SHX Text

Partner

AutoCAD SHX Text

Sheet No.

AutoCAD SHX Text

Check

AutoCAD SHX Text

Project No.

AutoCAD SHX Text

Phase No.

AutoCAD SHX Text

Drawing Title

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Drawn

AutoCAD SHX Text

Date

POWER, LOW TENSION AND LIGHT SYMBOL SCHEDULE

DUPLEX G.F.C.I. RECEPTACLE OUTLET 5-20R

PULLBOX

NON FUSABLE DISCONNECT SWITCH

DIRECT HARD WIRE CONNECTION TO DEVICE

ELECTRIC MOTOR

DOUBLE OR THREE PHASE JUNCTION BOX

SINGLE PHASE JUNCTION BOX

DUPLEX RECEPTACLE OUTLET

DRAWING LIST

E-0 - DRAWING LIST, MECH. SCHEDULE AND SINGLE LINEE-1 - PARTIAL POWER PLAN - BASEMENTE-2 - PARTIAL POWER PLAN - LEVEL 1E-2 - PARTIAL POWER PLAN - ROOFE-4 - PANEL SCHEDULESE-5 - ELECTRICAL SPECIFICATION

TOTAL DRAWINGS: 6

BUILDING SITE INFORMATION:

CIVIC ADDRESS:620 EIGHTH STREET, NEW WESTMINSTER, BC

LEGAL DESCRIPTION:PID

DESIGN INTENT:

PROVIDE ELECTRICAL ENGINEERING FOR COMPLIMENTARYPOWER FOR MECHANICAL EQUIPMENT.AS PER MECHANICAL CONSULTANT, INTERLOCK BETWEENNEW MECHANICAL UNITS AND THE EXISTING FIRE ALARMSYSTEM IS NOT REQUIRED.

100A

(80)

200A

(200)

DISHWASHER

42 CCTPNL A

200A-2P

42 CCTPNL B1-42

42 CCTPNL B43-84

30 CCTPNL W

30 CCTPNL X

30 CCTPNL Y

42 CCTPNL Z

400A2P

400A 120/208V 1PHASE 3 WIRE BUSS

100A

(100)

200A

(175)

100A

(100)

XXA

(XX)200A-2P

42 CCTPNL B

400A3P

400A 120/208V 3PHASE 4 WIRE BUSS

200A-2P

42 CCTPNL A

200A-2P

42 CCTPNL C

200A

(150)80A-3P50A-3P

HV-3HV-2 HV-1

35M

MC

-3#

3AW

G+

BO

ND

(C

U)

27M

MC

-3#

4AW

G+

BO

ND

(C

U)

53M

MC

-3#

2/0A

WG

+B

ON

D (

CU

)

M UTILITY C/T'S & METERING

400A2P

120/208V100kW

GENSETA.T.S.

400A3P

M UTILITY C/T'S & METERING

1200A 120/208V 3PHASE 4 WIRE SECONDARY BUS

200A3P

M UTILITY METERING

EXISTING CENTURY HOUSEEXISTING YOUTH CENTRE

TO EXISTING PARK &RECREATIONS BUILDING

TO W/R. BUILDING INSPLASH PARK

200A3P

M UTILITY METERING

200A3P

M UTILITY METERING

200A3P

M UTILITY METERING

EXISTING OUTDOOR UNIT SUBSTATION

EXISTING CENTURY HOUSEELECTRICAL ROOM

EXISTING YOUTH CENTREELECTRICAL ROOM B13

200A-2P

1200A3P

SCALE:

1

E-0

N.T.S.

POWER SINGLE LINE DIAGRAM

ELECTRICAL PANEL BOARD

F FUSIBLE DISCONNECT SWITCH

EXISTING DEVICES SHOWN IN GRAY COLOUR OR EXIST.

NEW DEVICES AND FEEDERS SHOWN IN BLACK COLOUR.

FUSE

DISCONNECT SWITCH

BREAKER

KEY NOTES:

EXISTING DISTRIBUTION PANEL A IN YOUTH CENTRE IS POW-R-LINE -1ABY EATON. CONTACT THE MANUFACTURER FOR LISTED REQUIREDBREAKERS.

PROVIDE HEAVY DUTY FUSED DISCONNECT SWITCH 200A 120/208V 3PHASE 1HD324N BY EATON OR APPROVED EQUAL.

1

1

22

PROJECT NO.

DRAWING TITLE:DATE

CHECKED BYDRAWN BY

PROJECT TITLE:

SCALE

DRAWING NO.

CENTURY HOUSEAIR CONDITIONINGSYSTEM ADDITION

PROJECT ADDRESS:

COPYRIGHT RESERVEDThis drawing and design is the property of the designer to be used onlyfor the project named below. This page or any portion thereof shallonly be reproduced with express written permission.

THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ANDREPORT ALL ERRORS AND OMISSIONS TO THE CONSULTANT PRIOR TOCOMMENCING THE WORK.

THESE DRAWINGS ARE NOT TO BE SCALED.

620 EIGHTH STREETNEW WESTMINSTER, BC

SEAL:

CONSULTANT:

7268

FEB. 07, 2019




A.G.A.G.

DESCRIPTIONDATEREV.


BURNABY, BC V5A 4X1

PH.604.676.9545


INFORMATION CONTAINED ON THESE DOCUMENTS IS PART OF ACUMENENGINEERING LTD. INSTRUMENTS OF SERVICE, AND ACUMEN ENGINEERING LTD.

SHALL RETAIN OWNERSHIP THEREOF. SUCH INFORMATION SHALL NOT BE USED FORANY PURPOSE OTHER THAN FOR THE CONSTRUCTION/IMPLEMENTATION OF THE

REFERENCED PROJECT. ANY OTHER USE, REUSE OR MODIFICATION OF THEDOCUMENTS WITHOUT THE ACUMEN ENGINEERING LTD. PRIOR WRITTEN CONSENT

WILL BE AT THE RECIPIENT'S SOLE RISK AND WITHOUT LIABILITY OR LEGALEXPOSURE TO THE CONSULTANT. PAYMENT OF ALL SUMS DUE TO ACUMEN

ENGINEERING LTD. UP TO THE DATE OF THE INTENDED USE OF THIS DRAWING IS ACONDITION PRECEDENT TO THE USE THEREOF.

DRAWING LIST,

MECH.SCHEDULE

AND SINGLE LINE

E-0

2019.02.26 ISSUED FOR COORDINATION1.2019.03.20 ISSUED FOR TENDER2.

AutoCAD SHX Text

P

AutoCAD SHX Text

J

AutoCAD SHX Text

J

GENERAL NOTES FOR DRAWINGS E-0 - E-4 :

1. THE INFORMATION SHOWN ON THE DRAWINGS IS THE RESULT OF INFORMATION OBTAINED FROM AVAILABLE RECORD DRAWINGSAND FIELD SURVEYS. THE CONTRACTOR MUST INCLUDE IN THEIR TENDER FOR THE DISCONNECTION AND REMOVAL OF ALLELECTRICAL DEVICES, FEEDERS AND BRANCH WIRING AND RACEWAYS REQUITED TO FACILITATE THE DEMOLITION WORK ASDESCRIBED ON ALL OF THE DRAWINGS ( ARCHITECTURAL, MECHANICAL, ELECTRICAL, HAZMAT REPORT) WHETHER SHOWN HERE ORNOT. CLAIMS FOR EXTRA COSTS RELATED TO THIS DEMOLITION WORK WILL NOT BE ACCEPTED. ALL REMOVED EQUIPMENT NOTREQUESTED BY THE OWNER SHALL BE DISPOSED OF BY THE CONTRACTOR.

2.UNLESS REQUIRED TO BE REMOVED BY THE DEMOLITION WORK, ALL EXISTING DEVICES SHOWN ARE TO BE RETAINED ANDPROTECTED FROM DAMAGE.

3.CONTRACTOR IS TO CONFIRM ALL EXISTING CIRCUITS AND RECORD ASSOCIATED PANELS ON THE RECORD DRAWINGS IN RED INK.

4. CIRCUIT NUMBERS ARE SHOWN TO INDICATE THE INTENT OF THE POWER CONNECTION. ACTUAL NUMBERS MAY CHANGE DUE TOSITE CONDITION.

5. COORDINATE LOCATION OF ALL POWER OUTLET INSTALLATION WITH THE OWNER PRIOR ROUGH-IN.

6. CONFIRM ROUTING OF ALL SURFACE RACEWAYS, FEEDERS, AND CONDUITS WITH THE OWNER'S REPRESENTATIVE BEFOREINSTALLATION. OBTAIN APPROVAL IN WRITING.

7. CONTRACTOR TO ALLOW IN TENDER BID FOR AFTER HOURS AND WEEKEND WORK IN OPERATIONAL BUILDING AREAS. SCHEDULEWORKS WITH THE OWNER IN ADVANCE TO MINIMIZE DISRUPTION.

8. POWER WIRING IN RACEWAY FROM PANEL A (CENTURY HOUSE) TO CU-4 AND CU-5 IS BY TECK CABLE IN BULKHEADS FOLLOW TONEW MECHANICAL PIPES IN THIS PROJECT.

9. POWER WIRING FROM PANEL A (CENTURY HOUSE) TO INDOOR UNITS AC-6 - AC-11 IS BY TECK CABLE IN ENCLOSED BULKHEADSAND SURFACE MOUNT WIREMOLD 500/700 SERIES OR EQUAL WITH WIRING ON WALL/CEILING SURFACE TO 15A-2P SURFACE MOUNTDISCONNECT SWITCH IN WIREMOLD BACK BOX WITH COVER PLATE.

10. REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION RELATED TO DIV.26 SCOPE OF WORK AND WIRING ROUTES.

11. REFER TO PANEL SCHEDULE ON DRAWING E-4 FOR NEW BREAKER SIZE AND LOCATION.

12. PROVIDE UPDATED TYPEWRITTEN PANEL DIRECTORIES WITH BREAKER SIZE, POLES AND ROOM DESIGNATION IN ALL PANEL AS PERDRAWING E-4.

13. INSOLATED GREEN BONDING WIRE SHALL BE INSTALLED IN ALL EMT AND WIREMOLD RACEWAYS.

DCBA E F G H J K L

1

2

3

4

5

6

7

8

9

10

11

12

CU-4A-6,8

AC-11A-9,11

AC-10A-9,11

AC-9A-9,11

CU-5A-10,12

AC-8A-9,11

AC-7A-9,11

AC-6A-9,11

SCALE:

1

E-1

1'-0" = 3/32"

PARTIAL POWER PLAN - BASEMENT

EXIST.PNL 'A'CENTURYHOUSE

EXIST.PNL 'X'

NEW 200A-3PDISCONNECTSWITCH WITH150A FUSESFOR HV-1

EXIST. FIREALARM PANELYOUTH CENTRE

J

4

3

SCALE:

2

E-1

1'-0" = 1/2"

YOUTH CENTRE ELEC. ROOM LAYOUT

EXIST. 400A120/208V 3PHGUTTER BELOW.

EXIST.PNL 'B'YOUTHCENTRE

EXIST.PNL 'C'YOUTHCENTRE

EXIST.PNL 'A'YOUTHCENTRE

EXIST. ACCESSCONTROL PANELYOUTH CENTRE

2

E-1

APPROX. CONDUITROUTES TO ROOF.

RELOCATE EXIST. BIX BLOCK, RECEPTACLES, EXTEND EMTCONDUIT AND WIRING FOR SECURITY AND COMM. EQUIPMENTCLOSE TO F.A. PANEL. PROVIDE ADDITIONAL BIX BRACKETS ASREQUIRED.

PROJECT NO.

DRAWING TITLE:DATE

CHECKED BYDRAWN BY

PROJECT TITLE:

SCALE

DRAWING NO.


PROJECT ADDRESS:





SEAL:

CONSULTANT:

7268

FEB. 07, 2019




A.G.A.G.

DESCRIPTIONDATEREV.


BURNABY, BC V5A 4X1

PH.604.676.9545







PARTIAL POWER PLAN

BASEMENT

E-1


AutoCAD SHX Text


AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

T/O CONC.

AutoCAD SHX Text

90'-7 1/2"(88.487 GEO.)

AutoCAD SHX Text

T/O SLAB

AutoCAD SHX Text

90'-8"

AutoCAD SHX Text

B14

AutoCAD SHX Text

CRAWL SPACE

AutoCAD SHX Text

B10

AutoCAD SHX Text

STAIR#1

AutoCAD SHX Text

B12

AutoCAD SHX Text

STAIR#2

AutoCAD SHX Text

B11

AutoCAD SHX Text

CORR.

AutoCAD SHX Text

B13

AutoCAD SHX Text

ELECT.

AutoCAD SHX Text

B02

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

B01

AutoCAD SHX Text

MULTI-PURPOSE

AutoCAD SHX Text

LAUNDRY

AutoCAD SHX Text

B09

AutoCAD SHX Text

PARK ATTNDT.

AutoCAD SHX Text

B07

AutoCAD SHX Text

WOMENS

AutoCAD SHX Text

B06

AutoCAD SHX Text

CORR.

AutoCAD SHX Text

B08

AutoCAD SHX Text

MENS

AutoCAD SHX Text

B05

AutoCAD SHX Text

WEIGHT ROOM

AutoCAD SHX Text


AutoCAD SHX Text

WILLOW ROOM

AutoCAD SHX Text

FURNACE ROOM

AutoCAD SHX Text

STORAGE ROOM

AutoCAD SHX Text

ELEV.

AutoCAD SHX Text

POTTERY

AutoCAD SHX Text

KILN

AutoCAD SHX Text

DAMP STORAGE

AutoCAD SHX Text

STORAGE ROOM

AutoCAD SHX Text

CRAWL SPACE

AutoCAD SHX Text

W/C

AutoCAD SHX Text

STORAGE ROOM

AutoCAD SHX Text

DARTS ROOM

AutoCAD SHX Text

B13

AutoCAD SHX Text

ELECT.

DCBA E F G H J K L

1

2

3

4

5

6

7

8

9

10

11

12

CU-3Z-40,42

AC-5(CU-3)

FF-1B-56,58

EXEF-1B-60

T R

CU-1W-28,30

AC-4(CU-1)

CU-2B-82,84

AC-1(CU-2)

AC-2(CU-2)

AC-3(CU-2)

HRV-1(A) HRV-1(B)

HRV-2(A)

HRV-2(B)

HRV-3(A) HRV-3(B)

B13 ELEC.IN BSMT.

SCALE:

1

E-2

1'-0" = 3/32"

PARTIAL POWER PLAN - LEVEL 1

EXIST.PNL 'Z'

APPROX. LOCATION OFEXISTING ELEC. ROOMB13 IN BASEMENT

2

J

J

J

3

3

3

B-80 B-80

B-80

B-80

KEY NOTES:

REMOVE EXISTING ENTRANCE FORCE FLOW HEATER AND ASSOCIATED WIRING TO THE SOURCE(PANEL B). PROVIDE SURFACE MOUNT RACEWAY WIREMOLD 500/700 SERIES OR APPROVED EQUALWITH WIRING TO NEW LOCATION OF FF-1 ABOVE THE ENTRANCE. ALLOW FOR ALL REQUIREDPARTS TO INSTALL COMPLETE WIREMOLD 500/700 SERIES RACEWAY ON WALL/CEILING .

RELOCATE DOWN EXISTING EXIT SIGN FROM THE CEILING ABOVE THE ENTRANCE TO PANELBETWEEN THE CEILING AND THE ENTRANCE DOOR. EXTEND SURFACE MOUNT RACEWAYWIREMOLD 500/700 SERIES OR APPROVED EQUAL WITH WIRING TO NEW LOCATION OF EXIT SIGN.EXIT SIGN SHALL BE VISIBLE AFTER INSTALLATION OF NEW FORCE FLOW HEATER.

PROVIDE SURFACE MOUNT RACEWAY WIREMOLD 500/700 SERIES OR APPROVED EQUAL WITHWIRING FOR SMART COMFORT CONTROLLER POWER SUPPLY 120V/12V C/W DOUBLE GANGE BACKBOX AND BLANK COVER PLATE FOR THE POWER SUPPLY. PROVIDE WIREMOLD RACEWAY FOR LVWIRING BETWEEN POWER SYPPLY AND HRV UNITS. LV WIRING IS BY DIV.25. COORDINATEADDITIONAL REQUIREMENTS AND EXACT MOUNT LOCATION WITH THE OWNER AND MECHANICALCONSULTANT/CONTRACTOR BEFORE TO ROUGH-IN.HRV-1(A) - HRV-3(B) PROVIDED BY DIV.25 AND SHOWN FOR REFERENCE ONLY.

FEEDERS FOR CU-1, CU-2, CU-3 TO BE SURFACE MOUNTED WIREMOLD 500/700 SERIES ORAPPROVED EQUAL WITH TRANSITION BY TECK CABLE TO OUTSIDE UNIT. TECK CABLE IN ENCLOSEDBULKHEADS AND IN ATTIC SPACE.

DISCONNECT EXIST. POWER OUTLET FOR AC UNIT AND MAKE SAFE WIRING. TRACE EXISTINGCIRCUIT TO THE SOURCE (DIST. PANEL) AND UPDATE TYPEWRITTEN DIRECTORY AND RECORDCIRCUIT NUMBER ON AS-BUILT DRAWINGS ACCORDINGLY.

1

2

EXIST. PNL 'B'(DOUBLE TUB)

EXIST.PNL 'W'

EXIST.PNL 'W'

3

4

4

4

4

EXIST. ELEC. RM. INCENTURY HOUSE

1

APPROX. ROUTE FORSURFACE MOUNTEDRACEWAYS BELOWSKYLIGHT.

5

5

5

PROJECT NO.

DRAWING TITLE:DATE

CHECKED BYDRAWN BY

PROJECT TITLE:

SCALE

DRAWING NO.


PROJECT ADDRESS:





SEAL:

CONSULTANT:

7268

FEB. 07, 2019




A.G.A.G.

DESCRIPTIONDATEREV.


BURNABY, BC V5A 4X1

PH.604.676.9545







PARTIAL POWER PLAN

LEVEL 1

E-2


AutoCAD SHX Text

DN 8R

AutoCAD SHX Text

DN 6R

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

OPEN TO BELOW

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

T/O MAIN FLR.

AutoCAD SHX Text

100'-0" (91.34 GEO.)

AutoCAD SHX Text

113

AutoCAD SHX Text

YOUTH

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

114

AutoCAD SHX Text

YOUTH

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

107

AutoCAD SHX Text

EXISTING FOYER

AutoCAD SHX Text

104

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

106

AutoCAD SHX Text

MENS

AutoCAD SHX Text

105

AutoCAD SHX Text

WOMENS

AutoCAD SHX Text

103

AutoCAD SHX Text

UPPER LOUNGE

AutoCAD SHX Text

112

AutoCAD SHX Text

FLEX OFFICE

AutoCAD SHX Text

102

AutoCAD SHX Text

LOUNGE

AutoCAD SHX Text

101

AutoCAD SHX Text

RECEPTION

AutoCAD SHX Text

110

AutoCAD SHX Text

JANITOR

AutoCAD SHX Text

115

AutoCAD SHX Text

CORR.

AutoCAD SHX Text

114

AutoCAD SHX Text

CORR.

AutoCAD SHX Text

109

AutoCAD SHX Text

COMPUTER/STUDY

AutoCAD SHX Text

108

AutoCAD SHX Text

MANAGER

AutoCAD SHX Text

111

AutoCAD SHX Text

FLEX OFFICE

AutoCAD SHX Text

RAMP DN

AutoCAD SHX Text

ENTRY

AutoCAD SHX Text

ELECT.

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

COOLER

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

WOMENS

AutoCAD SHX Text

MENS

AutoCAD SHX Text

LOUNGE

AutoCAD SHX Text

FIR ROOM

AutoCAD SHX Text

DOUGLAS ROOM

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

CEDAR ROOM

AutoCAD SHX Text

BIRCH ROOM

AutoCAD SHX Text

ARBUTUS ROOM

AutoCAD SHX Text

SPRUCE ROOM

AutoCAD SHX Text

OFFICE/RECEPTION

AutoCAD SHX Text

MANAGER

AutoCAD SHX Text

PROGRAMMER

AutoCAD SHX Text

SENIOR PEER COUN.

AutoCAD SHX Text

ELEVATOR

AutoCAD SHX Text

BARRIER-FREE W/C

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

JANITOR

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

RAMP UP

AutoCAD SHX Text

DECK

AutoCAD SHX Text

WOMENS

AutoCAD SHX Text

MENS

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

OAK ROOM

KEY NOTES:

REMOVE POWER WIRING AND RACEWAY FROM EXISTING HV-1, HV-2, ANDHV-3 TO THE SOURCE (DISTRIBUTION PANELS). CONTRACTOR IS TOIDENTIFY THE POWER SOURCE FOR HV-3 AND REPORT FINDINGS TOCONSULTANT.

PROVIDE NEW FEEDERS FOR HV-1, HV-2, AND HV-3 C/W ROOF CONDUITSUPPORT BLOCKS (DURA-BLOK ROOF SUPPORT BY EATON OR APPROVEDEQUAL) AS REQUIRED.

PROVIDE HVAC MAINTENANCE DUPLEX GFCI RECEPTACLES AT +750 MMAFTER FINISHED ROOF WITH WEATHER PROOF COVER AS PER CEC 26-702.

1

DCBA E F G H J K L

1

2

3

4

5

6

7

8

9

10

11

12

HV-3A-21,23,25YOUTHCENTRE

HV-1REFERTO SLD.

HV-2A-27,29,31YOUTHCENTRE

B13 ELEC.

EXISTINGCU UNITYOUTHCENTRE

SCALE:

1

E-3

1'-0" = 3/32"

PARTIAL POWER PLAN - ROOF

APPROX. LOCATION OFEXISTING ELEC. ROOMB13 IN BASEMENT

SUGGESTED FEEDER ROUTES ONROOF FOR HV-1, HV-2, HV-3.HEAVY GALVANIZED EMT CONDUITSYSTEM WITH RAIN-TIGHTCONNECTORS, COUPLINGS ANDWEATHER PROOF PULL BOXES.QUANTITY AS REQUIRED. ALLOWFOR ELEVATIONS CHANGES ANDADDITIONAL ELECTRICALEQUIPMENT SUCH AS SUPPORTBLOCKS ON ROOF, ETC. TO FORMCOMPLETE ELECTRICAL RACEWAYSYSTEM.

+750MM AFR5-20R A-39YOUTHCENTRE

WP

+750MM AFR5-20R A-37YOUTHCENTRE

WP

2

2

2

1

1

1

3

3

3

PROJECT NO.

DRAWING TITLE:DATE

CHECKED BYDRAWN BY

PROJECT TITLE:

SCALE

DRAWING NO.


PROJECT ADDRESS:





SEAL:

CONSULTANT:

7268

FEB. 07, 2019




A.G.A.G.

DESCRIPTIONDATEREV.


BURNABY, BC V5A 4X1

PH.604.676.9545







PARTIAL POWER PLAN

ROOF

E-3


PROJECT NO.

DRAWING TITLE:DATE

CHECKED BYDRAWN BY

PROJECT TITLE:

SCALE

DRAWING NO.


PROJECT ADDRESS:





SEAL:

CONSULTANT:

7268

FEB. 07, 2019




A.G.A.G.

DESCRIPTIONDATEREV.


BURNABY, BC V5A 4X1

PH.604.676.9545







SCHEDULES

E-4


1.0 GENERAL PROVISIONS

1.01 THE GENERAL CONDITIONS OF THE CONTRACT SHALL FORM ANINTEGRAL PART OF THE SPECIFICATION.

1.02 PROVIDE ALL LABOUR AND MATERIALS NECESSARY FOR ACOMPLETE AND OPERATING SYSTEM AS INDICATED ON THEDRAWINGS AND/OR SPECIFIED HEREIN. ANY WORK ANDMATERIAL, EVEN IF NOT SHOWN OR SPECIFIED THAT ISOBVIOUSLY NECESSARY OR REASONABLY IMPLIED TO COMPLETETHE WORK TO BE PROVIDED AS IF IT WAS BOTH SHOWN ANDSPECIFIED.

1.03 ALL ELECTRICAL WORK AND MATERIAL SHALL CONFORM WITHTHE CURRENT RELEVANT AND/OR APPLICABLE BUILDING CODE,ELECTRICAL SAFETY ACT OF THE JURISDICTION, CURRENTPURSUANT REGULATION (ELECTRICAL CODE REGULATION,ELECTRICAL SAFETY BULLETINS, ETC) AND TO THE SATISFACTIONOF THE AUTHORITY HAVING JURISDICTION AND THE DESIGNPROFESSIONAL. FOR THE PURPOSE OF THIS SPECIFICATIONINTERPRETATION OF THE WORD "CODE" SHALL MEAN ALL CODES,REGULATIONS AND REQUIREMENTS AS STATED ABOVE.

1.04 VISIT THE SITE AND ASCERTAIN CONDITIONS AFFECTING THEWORK BEFORE SUBMITTING A TENDER QUOTE.

1.05 APPLY FOR ALL PERMITS, SERVICES, FEES AND INSPECTIONS ANDPAY FOR ALL FEES TO THE AUTHORITIES HAVING JURISDICTION.INCLUDE ALL COST IN TENDER QUOTE.

1.06 OBTAIN APPROVALS FROM THE ELECTRICAL INSPECTIONAUTHORITY AND NOTIFY THE ENGINEER OF ANY CHANGESREQUESTED BY THE INSPECTION AUTHORITY.

1.07 WHERE DOUBT EXISTS AS TO THE MEANING OF THE DRAWINGSOR SPECIFICATIONS, OBTAIN CLARIFICATION PRIOR TO TENDER.

1.08 SHOP DRAWINGS FOR ELECTRICAL EQUIPMENT/ MATERIALSSHALL BE SIGNED, DATED, STAMPED BY BOTH GC/EC ANDSUBMITTED FOR REVIEW BY ENGINEER BEFORE MANUFACTURINGAND INSTALLATION CAN PROCEED.

1.09 INCLUDE ALL FEDERAL, PROVINCIAL AND MUNICIPAL TAXES FORTHE WORK IN THE TENDER PRICE.

1.10 ALL MATERIALS USED SHALL BE NEW, OF THE TYPE SPECIFIED,AND APPROVED BY CERTIFICATION AGENCY RECOGNIZED BYAUTHORITY BARING JURISDICTION, AND FREE FROM DEFECTS.

1.11 ALL ELECTRICAL EQUIPMENT INSTALLED OR CONNECTED SHALLBE IDENTIFIED BY MEANS OF BLACK LAMICOID LABELS c/wMINIMUM 3/8" WHITE LETTERING.

1.12 CLEAN ALL EQUIPMENT DURING CONSTRUCTION AND AGAIN ONCOMPLETION OF THE CONTRACT.

1.13 REMOVE ALL SURPLUS MATERIALS, CUTTINGS, PACKAGING ANDDEBRIS FROM THE SITE DURING THE PROGRESS AND AT FINALCOMPLETION OF THE WORK.

1.14 THE OWNER RESERVES THE RIGHTS OF TRIAL OR TEMPORARYUSAGE PRIOR TO ACCEPTING THE INSTALLATION.

1.15 EXECUTE ALL WORK IN A WORKMANLIKE MANNER, TO PRESENT ANEAT MECHANICAL APPEARANCE.

1.16 COORDINATE WITH ALL TRADES AND ARRANGE EQUIPMENT INPROPER RELATION WITH OTHER APPARATUS, DUCTS, PIPES, ETC.AND WITH BUILDING CONSTRUCTION AND ARCHITECTURALFINISHES.

1.17 ALL RECEPTACLE COVER PLATES, SWITCH COVER AND EXHAUSTFAN SWITCH COVERS TO BE c/w DYMOTAPE LABELS INDICATINGPANEL NAME AND CIRCUIT NUMBERS (EXCEPT FOR RESIDENTIALDWELLING UNITS ONLY).

1.18 BUILDING ENVELOPE PENETRATION OF ANY ELECTRICALCOMPONENT (i.e. CONDUIT, BOXES, CABLES, ETC.) SHALL BEEXECUTED SO INTEGRITY OF ASSEMBLY IS NOT COMPROMISED.PROVIDE FOR ADEQUATE SEALING, COVERS, GASKETS, CAPS,ETC. COORDINATE WORK AND REQUIREMENTS WITH ALL OTHERRELEVANT CONTRACTORS, ARCHITECT, ENVELOPE CONSULTANTAND OTHER RELEVANT CONSULTANTS AND CONTRACTORS.

1.20 LIABILITY AND EXCLUSIONS

.1 ACUMEN ENGINEERING LTD. DRAWINGS, SPECIFICATIONS ANDOTHER DOCUMENTS PERTAIN TO ELECTRICAL SCOPE OFWORK ONLY.

.2 TASKS WHICH ARE NOT PART OF ELECTRICAL SCOPE OF WORKEVEN IF MENTIONED IN THESE DOCUMENTS ARE INDICATEDONLY FOR REFERENCE AND COORDINATION PURPOSES ONLY.

.3 WORK PERFORMED BY CONTRACTOR NOT SPECIFICALLYIDENTIFIED AS PART OF THE SCOPE OF WORK SHALL BEPERFORMED WITH A CLEAR UNDERSTANDING THAT ACUMENENGINEERING LTD., AND ANY AGENTS OR EMPLOYEES OFACUMEN ENGINEERING LTD. ARE NOT IN ANY WAY LIABLE NORRESPONSIBLE FOR THIS WORK.

.4 GENERALLY THE SCOPE OF WORK IS LIMITED TO DIV. 26 OFNATIONAL MASTER SPECIFICATION.

.5 SPECIFICALLY, ACUMEN ENGINEERING LTD. DOES NOTPROVIDE ANY ENGINEERING/CONSULTING SERVICES RELATEDTO BUILDING ENVELOPE, WATERPROOFING AND ANY OTHERNON-ELECTRICAL COMPONENTS. THIS APPLIES TO BUT IS NOTLIMITED TO ALL AND ANY ELECTRICAL PENETRATIONS ANDINSTALLATIONS THROUGHOUT OR WITHIN BUILDINGENVELOPE.

2.0 CONDUIT, WIRE AND CONNECTIONS

2.01 DRAWINGS ARE SCHEMATIC ONLY. CONDUIT RUNS SHOWNINDICATE POINTS TO BE JOINED. REFER TO MECHANICALDRAWINGS FOR ADDITIONAL INFORMATION ABOUT POWERWIRING IN ENCLOSED BULKHEADS. RUNS MAY BE ALTERED BYTHE CONTRACTOR TO SUIT ACTUAL FIELD CONDITIONS AND WITHAPPTOVAL BY THE OWNER'S REPRESENTATIVE. ELECTRICALDRAWINGS ONLY GIVE INDICATION OF FEATURES OF OTHERTRADES. ARCHITECTURAL, STRUCTURAL AND MECHANICALDRAWINGS GOVERN WHERE THESE ARE INVOLVED.

2.02 WIRING DEVICES IN FINISHED AREAS SHALL BE SURFACEMOUNTED WIREMOLD 500/700 SERIES AND FOR ALL UNFINISHEDAREAS (CRAWL SPACE) MAY BE SURFACE MOUNTED IN CONDUITS.

2.03 A WARNING SIGN SHALL BE PLACED NEAR ALL MOTORS WITH THEFOLLOWING WORDING: "DO NOT SERVICE UNTIL DISCONNECTSARE LOCKED OFF".

2.04 FINAL CONNECTIONS TO MOTORS SHALL BE WITH MIN. 18" LONGFLEX CONDUIT, PROVIDE DISCONNECTS AS PER CODEREQUIREMENTS.

2.05 UNLESS OTHERWISE NOTED, USE MINIMUM #12 RW90 GREENBOND WIRE IN ALL WIREMOLD RACEWAYS. INCREASE WIREGAUGE ACCORDING TO LOAD AND DISTANCE.

2.06 TEST SYSTEM AND RECORD SAME FOR THE ENGINEER'S

APPROVAL:.1 VOLTAGE DROP.2 PHASE BALANCE.3 INSULATION RESISTANCE.4 GROUND RESISTANCE

2.07 ALL WIRE AND CABLE SHALL BE COPPER, 98% CONDUCTIVITY,COLOUR CODED, NEW AND MARKED AS PER CODEREQUIREMENTS AND INSTALLED IN RACEWAYS. WIRES SHALL BERATED MIN. 600V TYPE TWH OR R90X-LINK. RW90 SHALL BE USEDFOR UNDERGROUND RACEWAY INSTALLATIONS.

2.08 ALL WIRING SHALL BE SIZED AS PER CODE MINIMUM ALLOWABLEWIRE SIZE IS #12 AWG. USE MINIMUM #14 GTF FOR LIGHT FIXTURECONNECTIONS. CONDUCTORS #8 AND LARGER TO BE STRANDED.ALL WIRES INSTALLED IN CONDUIT SHALL BE PULLED IN AT THESAME TIME. ONLY APPROVED PULLING LUBRICANT SHALL BEUSED. COLOUR CODE CONDUCTORS WITH DIFFERENT COLOURSFOR EACH PHASE, NEUTRAL, GROUND AND BOND WIRES ASREQUIRED BY CODE.

2.09 MAXIMUM VOLTAGE DROP SHALL BE AS PER CODEREQUIREMENTS.

2.10 ALL CONDUITS, CABLES AND WIRES, ETC., TO BE RATED FT4 ANDFT6 FOR PLENUM AND AS REQUIRED BY THE CODE.

2.11 ALL WIRE CONNECTIONS TO BE SECURELY FASTENED BY MEANSOF APPROVED CONNECTORS.

2.12 ALL NON-CURRENT CARRYING METAL PARTS SHALL BEGROUNDED AND/OR BONDED IN ACCORDANCE WITH THE CODE.

2.13 THE BUILDING STRUCTURAL STEEL SHALL BE BONDED TO THEGROUND SYSTEM.

2.14 OPENINGS IN ALL ELECTRICAL METAL BOXES SHALL BE PUNCHEDOR CUT. BURNING OF HOLES IS NOT PERMITTED.

2.15 INSTALL ALL CONDUITS, ETC. TO ACCOUNT FOR EXPANSION ANDINSTALL APPROVED EXPANSION JOINTS WHERE REQUIRED.

2.16 RACEWAYS SHALL BE RIGID METAL CONDUITS, EMT OR FLEXIBLECONDUIT AS SHOWN ON THE DRAWINGS, ALL CONDUIT INSTALLEDIN CONCRETE FLOOR SHALL BE RIGID P.V.C. OR RIGIDGALVANIZED STEEL CONDUIT c/w BOND CONDUCTOR.

2.17 EMT COUPLINGS AND CONNECTORS TO BE T & B STEEL, TAPE ALLJOINTS FOR ALL IN-SLAB INSTALLATIONS. STEEL SHALL BE USEDABOVE GRADE.

2.18 USE OF RUNNING THREADS IS NOT PERMITTED.

2.19 ALL CONDUITS MUST BE SECURELY FASTENED WITH APPROVEDCLIPS AND SCREWS IN PARTITIONS AND CADDY CLIPS IN CEILING.NAILS ARE NOT ACCEPTED.

2.20 SEE ARCHITECTURAL DRAWINGS. EXPOSED EMT CONDUITS SHALLRUN PARALLEL TO BUILDING LINES AND BE PAINTED OUT TOMATCH WALL FINISH. WHERE CONDUITS ARE RUN EXPOSED ONEXISTING SURFACES PAINT TO MATCH WALL FINISH.

2.21 PROVIDE OUTLET BOXES FOR CONNECTING TO DEVICES ANDEQUIPMENT AS REQUIRED OR AS INDICATED ON DRAWINGS.LOCATIONS OF OUTLETS MAY BE CHANGED UP TO 15'-0" WITHOUTEXTRA CHARGE PROVIDED THAT INSTRUCTIONS FOR CHANGEARE ISSUED BEFORE INSTALLATION OF THE OUTLET.

2.22 ALL CONDUIT, CONDUCTORS, WIRES, ETC. TO BE LABELED ININDELIBLE INK AT PANEL AND JUNCTION BOXES INDICATINGDEVICE FED, PANEL NAME AND CIRCUIT NUMBER

2.23 PRIOR TO INSTALLATION OF ANY CONDUIT IN CONCRETE SLABS,CONTRACTOR SHALL COORDINATE LAYOUT AND REQUIREMENTSWITH STRUCTURAL ENGINEER.

2.24 ALL EMPTY CONDUITS SHALL BE C/W APPROVED FORAPPLICATION PULL STRINGS.

3.0 DISTRIBUTION EQUIPMENT

3.01 LIGHTING AND POWER PANELS TO BE CIRCUIT BREAKER TYPEAND AS SHOWN ON DRAWINGS: PANELS TO BE OF DEAD FRONTTYPE, CODE GAUGE STEEL ENCLOSURE. FINISHED FACTORYPAINT ASA GRAY 61 ENAMEL. FIT WITH PLASTIC COVERED TYPEDDIRECTORY IN FRAME ON INSIDE OF DOOR COVER. DIRECTORY TOINDICATE CIRCUITS SERVED AS PER FINAL WIRING CONNECTIONS.PANELS TO BE WITH BOLT-ON BREAKERS, MULTI-POLE BREAKERSTO HAVE COMMON TRIP (NO TIE HANDLE WILL BE ACCEPTED).

3.02 PROVIDE LOCK ON DEVICES ON BREAKERS FOR THE FOLLOWINGSYSTEMS..1 FIRE ALARM SYSTEM.2 INTRUSION ALARM SYSTEM.3 EXIT LIGHTS.4 NIGHT LIGHTS

3.03 MAIN DISTRIBUTION CENTRES SHALL BE AS DETAILED ON THEDRAWINGS.

3.04 ALL ELEMENTS OF ELECTRIC POWER DISTRIBUTION SYSTEMSHALL BE RATED FOR PROPER VOLTAGE AND AVAILABLE FAULTLEVELS. OVER CURRENT PROTECTION DEVICES SHALL BEAPPROVED AND MARKED AS BREAKERS OR BREAKER/FUSESCOMBINATION IN SERIES. SHOP DRAWINGS SHALL CLEARLYIDENTIFY THE COMPLIANCE WITH THIS REQUIREMENT.

3.05 PROVIDE DRIP SHIELDS TO ADEQUATELY DEFLECT WATER FROMALL ELECTRICAL EQUIPMENT.

3.06 DISCONNECT SWITCHES SHALL BE SWITCHMATIC HEAVY-DUTYENCLOSED SAFETY SWITCHES OR EQUAL. DISCONNECTSWITCHES SHALL HAVE THE OPERATING HANDLE INTERLOCKEDWITH THE SWITCH COVER, STEEL REINFORCED FUSE CLIPS, AQUICK-MAKE, QUICK-BREAK MECHANISM AND SHALL BEHORSEPOWER RATED FOR 100% LOADING.

3.07 LABEL METER CENTER FUSIBLE DISCONNECTS AND INDICATE THEMAXIMUM PERMISSIBLE RATING OF THE FUSE IN EACHRESPECTIVE DISCONNECT.

3.08 ENSURE THAT THE SERVICE EQUIPMENT BEARS EVIDENCE OF"SUITABLE FOR SERVICE ENTRANCE".

3.09 CONTRACTOR TO PROVIDE SHOCK/FLASH PROTECTION MARKINGON ALL ELECTRICAL EQUIPMENT AS PER C.E.C. RULE 2-306.

6.0 FIRE STOPPING OF SERVICE PENETRATION AND FIRERESISTANT ASSEMBLIES

6.01 ALL ELECTRICAL WIRES, CABLES, NONCOMBUSTIBLE RACEWAYS,OUTLET BOXES AND OTHER SIMILAR SERVICES THAT PENETRATEFIRE WALL, FIRE SEPARATION OR ASSEMBLY REQUIRED TO HAVEA FIRE RESISTANCE RATING OR FIRE SEPARATION, SHALL BESEALED BY FIRE STOP SYSTEM WHICH HAS AN "F" AND/OR "FT"RATING NOT LESS THAN REQUIRED FIRE PROTECTION RATING OFFIRE SEPARATION.

6.02 "F" AND "FT" RATINGS SHALL BE DETERMINED BY FIRE TESTMETHOD CAN4-S115-M "STANDARD METHOD OF FIRE TESTS OF

FIRE STOP SYSTEMS". SEE CURRENT BUILDING CODE, FIRESTOPPING OF SERVICE PENETRATIONS.

6.03 CONTRACTOR SHALL ONLY USE LISTED MATERIALS ANDMETHODS AS LISTED AND INDICATED IN "ULC LIST OF EQUIPMENTAND MATERIALS VOLUME 2, BUILDING CONSTRUCTION" (NO.40U18 FIRE SEPARATION).

6.04 SERVICE PENETRATION AND FIRE STOPPING OF SERVICEPENETRATION IN FIRE SEPARATION AND FIRE RATED ASSEMBLIESSHALL COMPLY WITH THE CURRENT BUILDING CODE.

6.05 PROVIDE FOR FIRE STOPS IN CONCEALED SPACES AS REQUIREDBY THE CURRENT BUILDING CODE.

6.06 ALL FIRE RESISTANCE RATED ASSEMBLIES (i.e. WALLS CEILINGS,ETC.) WHICH CONTAIN PANEL BOARDS, BACK BOXES, ETC. SHALLBE c/w FIRE RATED BACKING TO MAINTAIN THE INTEGRITY OF THEFIRE RESISTANCE.

6.07.1 CONTRACTOR SHALL EMPLOY QUALIFIED FIRESTOP

PROFESSIONAL ENGINEER TO PROVIDE THE DESIGN OF ANDREVIEWS FOR FIRESTOP INSTALLATIONS.

.2 CONTRACTOR SHALL PROVIDE FIRESTOP PROFESSIONALENGINEER LETTERS; ASSURANCE OF PROFESSIONAL DESIGNAND COMMITMENT OF FIELD REVIEW (SCHEDULE B-1),SUMMARY OF DESIGN AND FIELD REVIEW REQUIREMENTS(SCHEDULE B-2), AT THE INSTALL STAGE OF THECONSTRUCTION.

.3 BEFORE SUBSTANTIAL PERFORMANCE CAN BE GRANTEDCONTRACTOR SHALL PROVIDE FIRESTOP PROFESSIONALENGINEER LETTER OF ASSURANCE OF PROFESSIONAL FIELDREVIEW AND COMPLIANCE (SCHEDULE C-B).

.4 ALL COSTS RELATED TO THE ABOVE REQUIREMENTS SHALL BEINCLUDED IN THE CONTRACTOR BASE BID.

7.0 EMERGENCY LIGHTING

7.01 ALL EXIT SIGN LIGHTS MUST BE CONNECTED TO BOTH NORMALPOWER SOURCE AND APPROVED EMERGENCY POWER SOURCE.

8.0 FINAL ACCEPTANCE

8.01 SUBMIT TO THE ENGINEER UPON COMPLETION OF THECONTRACT, TWO MARKED UP SETS OF RECORD DRAWINGS ANDTHREE SETS OF MAINTENANCE MANUALS FOR SERVICE,DISTRIBUTION, PANELS, LIGHT FIXTURES, LAMPS, EXITS,EMERGENCY UNITS, EMERGENCY HEADS, AND FIRE ALARMEQUIPMENT.

8.02 DELIVER TO THE ENGINEER CERTIFICATE OF APPROVAL AND FINALINSPECTION FROM AUTHORITIES HAVING JURISDICTION PRIOR TOFINAL OCCUPANCY. THESE MUST BE PROVIDED THREE WORKINGDAYS BEFORE ENGINEERS FINAL OCCUPANCY REVIEW.

8.03 SUBMIT TO THE ENGINEER A COPY OF CERTIFICATE VERIFYINGTHAT EMERGENCY LIGHTING SYSTEM HAS BEEN TESTED UNDERFULL LOAD AS PER CODE REQUIREMENTS.

8.04 AFTER WORK IS COMPLETED, FURNISH TO OWNER A WRITTENGUARANTEE THAT FOR TWO YEARS FROM DATE OF ACCEPTANCE,ANY DEFECTS IN MATERIALS OR WORKMANSHIP WILL BECORRECTED AT NO COST TO THE OWNER. SUBMIT COPY OFGUARANTEE TO ENGINEER.

8.05 SUBMIT COPIES OF FIRE ALARM VERIFICATION AND TESTINGREPORT TO THE ENGINEER PRIOR TO FINAL ACCEPTANCE. THESEMUST BE PROVIDED THREE WORKING DAYS BEFORE ENGINEERSFINAL OCCUPANCY REVIEW.

11.0 SEISMIC RESTRAINTS

11.01

.1 PROVIDE ALL MATERIALS AND LABOUR NECESSARY TO SUPPLY ANDINSTALL SEISMIC RESTRAINTS FOR ALL ELECTRICAL EQUIPMENT,LIGHT FIXTURES, BATTERY PACKS, CONDUITS, RACEWAYS, BUSDUCTS, ETC. TO CONFORM WITH BUILDING CODE AND ALL OTHERAPPLICABLE REGULATIONS.

.2 CONTRACTOR SHALL RETAIN AND PAY FOR SEISMIC ENGINEER TODESIGN AND INSPECT THE SEISMIC RESTRAINTS OF THEELECTRICAL SYSTEM COMPONENTS COVERED UNDER DIVISION 26FOR THIS CONTRACT.

.3 THE SEISMIC ENGINEER RETAINED BY CONTRACTOR SHALLPROVIDE FOR THE FOLLOWING:

- SIGNED AND SEALED LETTERS OF ASSURANCE OFPROFESSIONAL DESIGN AND COMMITMENT FOR FIELD REVIEWAND SUMMARY OF DESIGN AND FIELD REVIEW AS REQUIRED BYTHE BRITISH COLUMBIA BUILDING CODE (SCHEDULE B1 AND B2,POINT 6.5).

- CERTIFIED DETAILED DRAWINGS OF SEISMIC RESTRAINT.

- DETAILED SPECIFICATION FOR SEISMIC RESTRAINTS.

- WRITTEN REPORTS OF SITE REVIEWS.

- SIGNED AND SEALED LETTER OF ASSURANCE OFPROFESSIONAL FIELD REVIEW AND COMPLIANCE. (SCHEDULEC-B)

.4 SUBSTANTIAL COMPLETION WILL NOT BE CONSIDERED WITHOUTTHE SUBMISSION OF THE ABOVE DOCUMENTS.

.5 ALL THE ABOVE DOCUMENTS SHALL BE SUBMITTED TO THEELECTRICAL ENGINEER FOR FURTHER DISTRIBUTION AND FILES.

.6 IMMEDIATELY AFTER CONTRACT AWARD, CONTRACTOR SHALLSEND A LETTER TO THE ELECTRICAL ENGINEER CONFIRMINGRETAINMENT OF SEISMIC ENGINEER FOR THE SERVICES ASDESCRIBED IN THIS SPECIFICATION.

.7 SEISMIC ENGINEER SHALL BE A REGISTERED PROFESSIONALENGINEER IN THE ASSOCIATION OF PROFESSIONAL ENGINEERSAND GEOSCIENTISTS OF BRITISH COLUMBIA, AND SHALL HAVE AMINIMUM OF 2 YEARS EXPERIENCE IN THIS FIELD.

.8 SEISMIC ENGINEER SHALL HAVE ENGINEER'S PROFESSIONALLIABILITY INSURANCE, MINIMUM AS FOLLOWS:

$500,000.00 EACH LOSS

$1,000,000.00 PER POLICY PERMIT.

.9 THE CONTRACTOR SHALL COOPERATE WITH THE SEISMICENGINEER AND SHALL PROMPTLY SUPPLY SUCH INFORMATION,INCLUDING WEIGHTS OF EQUIPMENT AND BASE FRAME ORMOUNTING PLATE LAYOUTS, AS REQUESTED BY THE SEISMICENGINEER NECESSARY TO SUPPORT THE DESIGN AND DETAILSFOR SEISMIC RESTRAINT.

11.02

.1 THE FOLLOWING REQUIREMENTS ARE MINIMUM BUT ARE NOTEXHAUSTIVE. CONTRACTOR SHALL OBTAIN AND MEET DETAILSPECIFICATION AND REQUIREMENTS FROM SEISMIC ENGINEER. INNO CIRCUMSTANCES SHALL SEISMIC RESTRAINTS BE LESSSTRINGENT THAN AS REQUIRED BY THE FOLLOWINGSPECIFICATION AND SEISMIC ENGINEER.

.2 ACCEPTABLE ANCHOR BOLT MANUFACTURERS ARE HILTI, RAMSET,AND UCAN. OTHER MANUFACTURERS MAY BE USED SUBJECT TO

THE APPROVAL BY THE SEISMIC ENGINEER.

.3 SLACK CABLE RESTRAINTS SHALL UTILIZE EITHER GALVANIZED ORSTAINLESS STEEL STRANDED CABLE. THE INSTALLATION SHALLUSE CLAMPS, THIMBLES, SHACKLES AND OTHER ASSOCIATEDHARDWARE CORRECTLY SIZED FOR THE DIAMETER OF THE CABLESPECIFIED BY THE SEISMIC ENGINEER.

.4 SELECT VIBRATION ISOLATORS TO PROVIDE A NATURALFREQUENCY NOT GREATER THAN ONE THIRD OF THE EQUIPMENT'SLOWEST FORCING FREQUENCY.

.5 USE "LION" CHAIN, GALVANIZED STEEL WIRES OR AIRCRAFT CABLEFOR LUMINAIRE HANGERS.

.6 ALL SEISMIC RESTRAINT COMPONENTS EXPOSED TO THE WEATHERSHALL BE STAINLESS STEEL CONSTRUCTION OR PROTECTEDAGAINST CORROSION EITHER BY HOT-DIPPED GALVANIZING,TWO-COAT EPOXY PAINT SYSTEM, OR OTHER COATINGACCEPTABLE TO THE SEISMIC ENGINEER.

.7 NOTWITHSTANDING THE ABOVE, GAUGES OR SIZES SMALLER THANINDICATED BELOW WILL NOT BE ACCEPTED FOR SEISMICRESTRAINTS:

- #14 AWG WIRE

- 1/16" DIA AIRCRAFT CABLE

- #3 LION CHAIN

11.03

.1 PROVIDE SEISMIC RESTRAINTS INCLUDING ANCHOR BOLTS, SLACKCABLE BRACES AND MISCELLANEOUS FRAMING ANDCONNECTIONS.

.2 SEISMIC RESTRAINTS MAY BE OMITTED FROM THE FOLLOWINGINSTALLATIONS:

A) CONDUITS LESS THAN 1 1/4" DIAMETER.

.3 EQUIPMENT MANUFACTURER SHALL BE RESPONSIBLE FORENSURING THAT THE EQUIPMENT HAS ADEQUATE STRENGTH FORSEISMIC RESTRAINT AND ANCHORAGE OF THE EQUIPMENTFRAMING. MANUFACTURERS REPORT CONFIRMING THE ABOVESHALL BE SUBMITTED TO THE ELECTRICAL ENGINEER.

.4 PROVIDE TRANSVERSE AND LONGITUDINAL SEISMIC RESTRAINTANCHORAGE OR BRACING TO CABLE TRAYS, CONDUITS ANDBUSWAYS. ON VERTICAL BUS WAYS PROVIDE FOR LATERALRESTRAINT GUIDES AT EACH FLOOR PENETRATION AND SPACEDNOT MORE THAN 20' (REFER TO SEISMIC ENGINEER FORDIRECTIONS).

.5 SEISMIC RESTRAINTS SHALL BE INSTALLED AT LEAST 3" CLEARFROM OTHER EQUIPMENT, PIPING, DUCTS OR OTHERINSTALLATIONS.

.6 INSTALL SEISMIC RESTRAINT CABLE BRACES SO THAT THEY ARENOT VISIBLY SLACK. AT STEEL TRUSSES, CONNECT BRACES TOTOP CHORDS AT PANEL POINTS.

.7 FOR TRANSFORMERS, PROVIDE FOR VIBRATION ISOLATORS, ANDSEISMICALLY RATED SPRING ISOLATORS, OR USE SNUBBERS WITHRESILIENT BUSHINGS OR OTHER PROVISION, SUCH AS TO MAINTAINVIBRATION ISOLATION TOGETHER WITH SEISMIC RESTRAINT.

.8 FOR SUSPENDED EQUIPMENT, SUCH AS TRANSFORMERS, PROVIDECABLE OR RIGID BRACES TO RESTRAIN EQUIPMENT AGAINSTSEISMIC LOADS.

.9 PROVIDE SUB-FRAMES WHERE REQUIRED FOR ADEQUATESUPPORT OF THE EQUIPMENT FOR SEISMIC RESTRAINT ANDANCHORAGE TO THE BUILDING STRUCTURE.

.10 FOR LUMINAIRES INSTALLED IN SUSPENDED ACOUSTICAL, METALPAN OR COFFER CEILING SYSTEMS, INDEPENDENTLY SUPPORTLIGHT FIXTURES FROM STRUCTURE USING CABLES, WIRES ORCHAINS.

.11 FOR POWER GENERATION SYSTEMS, SEISMIC RESTRAINT SHALL BEINSTALLED ON GENERATOR SET, FUEL DAY TANK, BATTERY BANK,BATTERY CHARGER, MUFFLER, CONTROL PANELS AND CABINETS,AND ANY OTHER COMPONENT WHICH FORMS PART OF THE POWERGENERATION INSTALLATION.

.12 CO-ORDINATE WITH OTHER RELEVANT TRADES OR DIVISIONS FORTHE INSTALLATION OF HOUSEKEEPING PADS AS SPECIFIED ORSHOWN ON THE DRAWINGS.

.13 WHERE DRILLING OF THE STRUCTURE IS REQUIRED FORANCHORAGE DETAILS, THE DRILLING SHALL BE SUBJECT TO THEAPPROVAL OF THE STRUCTURAL ENGINEER.

12.00 DIV. 26 EXCLUSIONS

12.01 THE FOLLOWING WORK IS EXCLUDED FROM DIV. 26 SCOPE OFWORK BUT HAS TO BE DONE TO FACILITATE THE INSTALLATION OFELECTRICAL SYSTEMS AND/OR IS AFFECTED BY ELECTRICALINSTALLATIONS. THIS WORK HAS TO BE PERFORMED UNDER THEDIRECTION OF OTHER RELEVANT PROFESSIONAL SUCH AS ANARCHITECT, MECHANICAL, CIVIL, BUILDING ENVELOPE, ETC,ENGINEER. THIS WORK SHALL BE PERFORMED UNDER OTHERRELEVANT SPECIFICATION SECTIONS (OTHER THAN DIV. 26).CONTRACTOR SHALL COORDINATE DIV. 26 WORK WITH ALL OTHERRELEVANT WORK. FOR DIRECTIONS, GUIDANCE, SPECIFICATIONREGARDING THIS WORK, CONTRACTOR SHALL CONTACTRELEVANT PROFESSIONALS (NOT ELECTRICAL).

12.02 NON-EXHAUSTIVE LIST OF EXCLUSIONS:

.1 WATERPROOFING OF NON-ELECTRICAL COMPONENTS LIKEBUILDING ENVELOPE, WALLS, ROOF, ETC.

.2 X-RAYS FOR CUTTING, CORING, PATCHING.

.3 CONTROL WIRING UNLESS SPECIFIED IN THIS SECTION.

.4 ALL CIVIL CONCRETE, EXCAVATION OR BACKFILL WORK INCLUDINGSHORING AND BEDDING.

.5 COVERS FOR PULL PITS.

.6 PRECAST AND/OR CAST IN PLACE CONCRETE PRODUCTS SUCH ASPULLBOXES, LIGHT POLE BASES, TRANSFORMER CONCRETE PADS,ETC.

.7 DUCT DRAINAGE AND ASSOCIATED BACKWATER VALVES.

.8 BACKING.

.9 PAINTING UNLESS SPECIFIED IN THIS SECTION.

.10 FIRE RATED DRYWALL ENCLOSURES FOR PANELBOARD AND LIGHTFIXTURES.

.11 CUTTING, PATCHING OR CORING.

.12 TEMPORARY LIGHTING UNLESS SPECIFICALLY DETAILED AS PARTOF DIV. 26 WORK.

13.00 RENOVATION AREA SPECIFICATIONS

.01 CONTRACTOR IS TO ENSURE THAT A MINIMUM OF DISRUPTIONOCCURS TO THE OWNERS PRIMARY BUSINESS DURING THEIRNORMAL HOURS OF OPERATION. THIS MAY INVOLVE THECONTRACTORS WORK BEING PERFORMED ON EVENINGS,WEEKENDS, AND/OR HOLIDAYS. THE CONTRACTOR SHALL INCLUDEALL COSTS OF THIS PROVISION IN THEIR BASE TENDER QUOTE. NOALLOWANCE WILL BE SUBSEQUENTLY BE MADE FOR FAILURE TOINCLUDE THESE COSTS IN BASE TENDER QUOTE.

.02 CONTRACTOR SHALL REWIRE, EXTEND WIRES, CONDUITS, ETC. ORINSTALL NEW FOR ANY RELOCATED ELECTRICAL DEVICES ASSHOWN ON THE DRAWINGS AND/OR AS REQUIRED.

.03 ALL ELECTRICAL DEVICES SHOWN ON THE DRAWINGS AND/OR ASREQUIRED SHALL BE NEW UNLESS OTHERWISE NOTED.

.04 ALL MODIFIED/NEW ELECTRICAL SYSTEMS SHALL BE FULLYOPERATIONAL AFTER RENOVATION IS COMPLETE AND BEACCEPTED BY THE CONSULTANT AND OWNER.

.05 ALL REMOVED AND UNUSED ELECTRICAL DEVICES FROM THERENOVATED AREAS SHALL BE TURNED OVER TO OWNER UNLESSOTHERWISE NOTED. INTERM STORAGE LOCATION OF THESEDEVICES SHALL BE COORDINATED WITH THE OWNER AND STOREDSECURELY TO PREVENT DAMAGE.

.06 CONTRACTOR SHALL RELOCATE, REWIRE, OR REROUTE ALL WIRINGWHICH PASSES THROUGH RENOVATED AREAS TO ENSURE PROPEROPERATION OF ALL ELECTRICAL SYSTEMS OUTSIDE OF RENOVATEDAREAS.

.07 ANY FIXTURES, WIRING DEVICES, ETC. DAMAGED DURING ANDAFTER REMOVAL SHALL BE REPLACED WITH NEW APPROVEDEQUIPMENT AT CONTRACTOR'S COST.

.08 CONTRACTOR IS RESPONSIBLE FOR ADEQUATE PROTECTION OFEQUIPMENT, FURNITURE, ETC. (PLASTIC COVERS, MOVEMENT OFOWNER FURNITURE, ETC.) DURING THE EXECUTION OF THE WORK.

.09 CONTRACTOR IS RESPONSIBLE FOR CLEANING UP THE WORK AREAEACH DAY BEFORE LEAVING THE JOB SITE.

.10 ALL MATERIALS SHALL BE SUPPLIED AND INSTALLED AS SPECIFIEDAND/OR SHOWN ON THE DRAWINGS.

.11 CONTRACTOR TO CONFIRM ALL LOCATIONS OF EXISTINGEQUIPMENT, WIRING, CIRCUIT NUMBERS, ETC.

.12 ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALLCUTTING, PATCHING AND PAINT FOR ALL AREAS AFFECTED BY THERENOVATION. FINAL FINISHES SHALL MATCH EXISTING AND ISSUBJECT TO FINAL APPROVAL BY THE CITY. SHOULD THE CITYASSESS THAT THE COLORS OR FINISHES DO NOT MATCH, THECONTRACTOR WILL BE REQUIRED TO PAINT ENTIRE WALL AND/ORCEILING.

14.00 FIELD REVIEW DEFINITION

.01 FIELD REVIEW ARE :

- CONDUCTED SPECIFICALLY AND ONLY FOR THE SCOPE OF WORKFOR WHICH THE CONSULTANT IS RESPONSIBLE;

- A REVIEW CONDUCTED AT THE SITE OF THE IMPLEMENTATION ORCONSTRUCTION OF THE ENGINEERING WORK;

- CONDUCTED AT INTERVALS APPROPRIATE TO THE STAGE OF THECONSTRUCTION/IMPLEMENTATION;

- PERFORMED BY THE CONSULTANT WHEN CONSIDERED AT THECONSULTANT'S PROFESSIONAL DISCRETION TO BE NECESSARYTO BECOME FAMILIAR WITH THE PROGRESS AND QUALITY OF THEWORK;

- TO DETERMINE THAT THE WORK IS IN GENERAL CONFORMITYWITH THE CONSTRUCTION CONTRACT DOCUMENTS; AND

- RECORDED IN WRITING AND COMMUNICATED TO THE CLIENT, ANDCONTRACTOR.

.02 FIELD REVIEWS DO NOT:

- PROVIDE SUPERVISION OF THE IMPLEMENTATION OR CONSTRUCTIONWORK;

- DIRECT OR HAVE CONTROL OVER THE CONTRACTOR'S WORK;

- HAVE ANY RESPONSIBILITY FOR THE CONSTRUCTION MEANS,METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES SELECTEDBY THE CONTRACTOR NOR FOR THE CONTRACTOR'S SAFETYPRECAUTIONS OR PROGRAMS IN CONNECTION WITH THE WORK.(THESE RIGHTS AND RESPONSIBILITIES ARE SOLELY THOSE OF THECONTRACTOR IN ACCORDANCE WITH THE CONTRACT DOCUMENTS);

- GUARANTEE THAT THE PERFORMANCE OF THE CONTRACTOR IS INACCORDANCE WITH THE CONTRACT DOCUMENTS OR ANYAPPLICABLE LAWS, CODES, RULES OR REGULATIONS;

- GUARANTEE THAT ALL DEFICIENT WORK WILL BE IDENTIFIED BY THEFIELD REVIEWER (THE REVIEWER MAY REJECT NON-CONFORMINGWORK, BUT WILL LEAVE THE MEANS AND METHODS FOR ACHIEVINGWHAT IS REQUIRED TO THE CONTRACTOR OR OTHERS WHO ARETASKED WITH IMPLEMENTING OR CONSTRUCTING THE WORK); AND,

- INSPECT THE WORK OR SAFETY AT A CONTRACTOR-CONTROLLEDSITE OR A SITE MANAGED BY OTHERS, AND DOES NOT REVIEW THESAFETY PROGRAMS.

DIV. 26 SPECIFICATION

PROJECT NO.

DRAWING TITLE:DATE

CHECKED BYDRAWN BY

PROJECT TITLE:

SCALE

DRAWING NO.


PROJECT ADDRESS:





SEAL:

CONSULTANT:

7268

FEB. 07, 2019




A.G.A.G.

DESCRIPTIONDATEREV.


BURNABY, BC V5A 4X1

PH.604.676.9545







ELECTRICAL

SPECIFICATION

E-5


ROOM TEMPERATURE SENSOR

STRAINER

BACKFLOW PREVENTOR (BFP)

BALANCING VALVE

THERMOMETER

PUMP

AIR VOLUME (L/s)

GRILLE TYPE

NECK / GRILLE SIZE

PRESSURE SENSOR

FLOW SWITCH

EQUIPMENT / FIXTURE TYPE

DRAWING REVISION

DETAIL NUMBER

DRAWING NUMBER

V

SANITARY SEWER ABOVE GRADE

SANITARY VENT

SANITARY SEWER BELOW GRADE

DOMESTIC HOT WATER RECIRC. (DHWR)

DOMESTIC HOT WATER (DHW)

DOMESTIC COLD WATER (DCW)

EXHAUST AIR DUCT DOWN

EXHAUST AIR DUCT UP

RETURN AIR DUCT UP

RETURN AIR DUCT DOWN

SUPPLY OR OUTDOOR AIR DUCT DOWN

SUPPLY OR OUTDOOR AIR DUCT UP

DIRECTION OF FLOW

PIPE DROP

PIPE RISE

PIPE TEE UP

PIPE CLEAN-OUT

ISOLATION VALVE (NORMALLY OPEN)

CHECK VALVE

2-WAY CONTROL VALVE

ISOLATION VALVE (NORMALLY CLOSED)

PIPE UNION

SAN

GENERAL NOTE

SAN

PIPING SYSTEM MONITORING

DUCTWORK

EQUIPMENT TAGS

DUCT OR PIPE CAP-OFF

RETURN OR EXHAUST AIR GRILLE

FIRE DAMPER - HORIZONTAL (FD)

FIRE DAMPER - VERTICAL (FD)

BALANCING DAMPER (BD)

ACOUSTIC INSULATION

TURNING VANES

DEMOLITION EXISTING NEW

V

SAN

SAN

V

SAN

SAN

NC

NO

DEMOLITION EXISTING NEW

PIPE TEE DOWN

FD

FD

FITTINGS AND VALVES

CHILLED WATER SUPPLY

CHILLED WATER RETURN

CHWS

CHWR

CONDENSATE DRAINC

CHWS

CHWR

C

CHWS

CHWR

C

SYMBOL SCHEDULE

T

FS

PIPE TEMPERATURE SENSOR

T

NC

NO

NC

NO

T

FS

T

P

-

M-

-

-

-

-

-

-

-

M-

-

-

-

-

-

-

FD

FD

FD

FD

T

FS

T

P

-

M-

-

-

-

-

-

-

P

MECHANICAL RENOVATION NOTES:

1. THE MECHANICAL SYSTEM SHALL CONSIST OF ALL WORK SHOWN ON THE

DRAWINGS, DIAGRAMS, SCHEMATICS AND AS DESCRIBED IN THE

SPECIFICATIONS.

2. THE MECHANICAL PLANS ARE DIAGRAMMATIC IN NATURE AND DO NOT

ATTEMPT TO SHOW ALL REQUIRED OFFSETS. REFER TO ARCHITECTURAL

AND STRUCTURAL DRAWINGS FOR ADDITIONAL CONSTRUCTION DETAILS.

3. COORDINATE THE DRAWINGS WITH THE SPECIFICATIONS AND IN CASES

WHERE CONFLICTS OCCUR THE MOST STRINGENT REQUIREMENT SHALL

APPLY.

4. CONTRACTOR TO COORDINATE ALL MECHANICAL WORK WITH THAT OF

OTHER TRADES TO ENSURE PROPER AND ADEQUATE INTERFACE WITH

THE WORK OUTLINED FOR THIS PROJECT.

5. CONTRACTOR TO PROVIDE NEC (NATIONAL ELECTRICAL CODE)

CLEARANCE HORIZONTAL AND VERTICAL REQUIREMENTS FOR ALL

INSTALLED EQUIPMENT. OFFSET MECHANICAL WORK AS REQUIRED TO

MEET THIS REQUIREMENT.

8. REFER TO PRE-PROJECT HAZARDOUS MATERIAL'S ASSESSMENT REPORT

FOR INFORMATION REGARDING ASBESTOS ABATMENT.

9. MECHANICAL EQUIPMENT SHALL NOT BE USED FOR TEMPORARY HEATING

OR COOLING DURING THE CONSTRUCTION PROCESS. A WRITTEN LETTER

FROM THE OWNER IS REQUIRED TO DO SO.

10. ALL DUCTWORK SIZES ARE SHOWN AS INSIDE CLEAR. ADD APPROPRIATE

DIMENSION FOR INSULATION OR DUCT LINER TO OBTAIN "TOTAL DUCT

SIZE".

11. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE NO LONGER THAN 3' UNLESS

OTHERWISE NOTED FOR THE SPECIFIC APPLICATION.

12. INSTALL ALL MECHANICAL WORK AS HIGH AS POSSIBLE TIGHT TO

STRUCTURE.

13. CONTRACTOR TO ALLOW AND PROVIDE FOR METAL DUCTWORK

TRANSITIONS BETWEEN ALL EQUIPMENT AND DUCT CONNECTIONS.

14. PROVIDE DIFFUSERS AND GRILLE COMPATIBLE WITH ARCHITECTURAL

CEILING TYPES. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING

TYPES.

15. COORDINATE EXACT LOCATIONS OF ALL ROOM THERMOSTATS AND/OR

ROOM TEMPERATURE SENSORS WITH THE DESIGN ARCHITECT BEFORE

FINAL INSTALLATION.

16. CONTRACTOR TO SUPPLY AND INSTALL VOLUME DAMPER FOR EACH

SUPPLY, RETURN AND EXHAUST DUCTWORK RUN WITH TWO OR MORE

OPENINGS ASSOCIATED WITH THE BRANCH. REFER TO THE DRAWINGS

FOR ADDITIONAL VOLUME DAMPERS LOCATIONS AND REQUIREMENTS.

17. BALANCING TO BE DONE BY BASE BUILDING APPROVED BALANCING

AGENCIES. LIST. PROVIDE 2 COPIES OF BALANCE REPORT TO OWNER AND

1 COPY TO ENGINEER. WHEN BALANCING THE AIR FLOW SYSTEM THE

VOLUME DAMPER ON THE DIFFUSER IS ONLY TO BALANCE A MAXIMUM OF

10% OF THE AIR FLOW RATE. THE REMAINING AIR FLOW IS TO BE

BALANCED UPSTREAM OF THE DIFFUSER ON THE BRANCH VOLUME

DAMPERS.

18. PROVIDE 1" THICK DUCTWORK LINER ON ALL TRANSFER AIR DUCTS.

19. REPORT TO THE ENGINEER ANY DISCREPANCIES WHICH WILL PREVENT

THE WORK FROM BEING INSTALLED AS SHOWN.

ON-SITE SERVICES (NEW)

PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL EXERCISE

PROPER PRECAUTIONS TO VERIFY THE ROUTING, INVERT LEVELS, AND

SLOPES SHOWN ON THE DRAWING AND BE RESPONSIBLE FOR ERRORS

AND ALL EXTRA COSTS OF EXTRA WORK RESULTING FROM FAILURE TO

EXERCISE SUCH PRECAUTIONS.

ONSITE SERVICES (EXISTING)

PRIOR TO COMMENCING WORK THE CONTRACTOR SHALL LOCATE AND

EXPOSE ANY UTILITY SERVICES CROSSING THE ROUTING OF NEW

SERVICES. ENSURE THAT THESE SERVICES REMAIN OPERATIONAL AND

ARE NOT DAMAGED DURING OPERATIONS. RECORD THE LOCATION AND

TYPE OF SERVICE.

20. CONTRACTOR TO RETAIN AND PAY FOR A SEISMIC ENGINEER REGISTERED

WITH ENGINEERS AND GEOSCIENTISTS OF BRITISH COLUMBIA TO DESIGN

AND UNDERTAKE FIELD REVIEW TO SEISMIC RESTRAINT OF ALL

MECHANICAL EQUIPMENT. PROVIDE SIGNED AND SEALED DRAWINGS AND

SCHEDULES.

21. FOR EQUIPMENT CONCRETE SLABS ON GRADE, PROVIDE, 6" GALVANIZED

STEEL MESH REINFORCED CONCRETE SLAB, 6" GRAVEL FILL COMPACTED

TO 95% DENSITY OVER COMPACTED SUB BASE. ALL EXCAVATION TO BE

COMPLETED BY HAND UNDER SUPERVISION OF THE CITY ARBORIST. AS

REQUIRED BY CITY OF NEW WESTMINSTER.

22. INSTALLATION OF MECHANICAL CURBS AND PENETRATIONS TO BE

UNDERTAKEN BY A RCABC CERTIFIED ROOFING CONTRACTOR. AS

REQUIRED BY CITY OF NEW WESTMINSTER.

23. CONTRACTOR TO ALLOW FOR TRANSPORTATION OF OWNER SUPPLIED

EQUIPMENT FROM CITY OF NEW WESTMINSTER STORAGE YARD TO SITE.

24. ALL EXTERIOR REFRIGERANT LINES TO BE FINISHED IN PVC JACKETING,

REFER TO SPEC.

25. CONTRACTOR TO NOTE ALL MAJOR MECHANICAL EQUIPMENT FOR

PROJECT HAS BEEN PURCHASED BY OWNER AND ASSIGNED TO THE

PROJECT. PURCHASING INVOICE HAS BEEN ATTACHED FOR CONTRACTOR

CLARIFICATION ON PURCHASED EQUIPMENT, ACCESSORIES & RELATED

COSTS. CONTRACTOR TO NOTE THAT THE EQUIPMENT WARRANTY WILL BE

CARRIED BY CONTRACTOR, THEREFORE ANY ADDITIONAL COST FOR

WARRANTY SHALL BE INCLUDED.

1. CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND VERIFYING ACTUAL ONSITE CONDITIONS AND EQUIPMENT LOCATIONS

PRIOR TO ANY AND ALL DEMOLITION WORK AND/OR EQUIPMENT REMOVAL.

2. CONTRACTOR TO INCLUDE ALL CUTTING AND PATCHING THAT IS REQUIRED TO INSTALL ALL NEW MECHANICAL SYSTEMS AS

REQUIRED TO MEET THE SITE CONDITIONS AS SHOWN ON THE DRAWINGS. PATCHING SHALL MEET THE AESTHETIC

CONDITIONS WHICH WAS THE CONDITION PRIOR TO ANY CUTTING BEING PREFORMED. ALL FINISHING TO MATCH EXISTING AND

COMPLY WITH FIRE RESISTANCE RATED ASSEMBLIES. REFINISH ENTIRE WALL OR CEILING SURFACES WITH FINISHES TO MATCH

EXISTING.

3. CONTRACTOR TO PROPERLY SEAL AND REPAIR ANY AND ALL DAMAGE THAT IS A RESULT OF REMOVAL OR DEMOLITION OF

MECHANICAL EQUIPMENT. THIS INCLUDES BUT IS NOT LIMITED TO WALL, DOOR, CEILINGS, ECT.

4. THE EXISTING FACILITIES MECHANICAL SYSTEMS SHALL REMAIN OPERATIONAL DURING THE CONSTRUCTION AND

RENOVATION PERIOD. CONTRACTOR TO COORDINATE CONSTRUCTION ACTIVITIES AND PHASING WITH OWNER TO MINIMIZE

DISRUPTIONS TO OWNERS OPERATIONS AND ACCESS, AND TO ENSURE SAFETY OF THE USERS. PROVIDE ALL MEASURES

REQUIRED TO PREVENT HAZARDS TO PEOPLE AND DAMAGE TO ITEMS REMAINING INCLUDING BUT NOT LIMITED TO DAMAGE

FROM DUST AND HEAT.

5. DURING REMOVAL OF ITEMS SO INDICATED, CAUTION SHOULD BE USED TO PREVENT DAMAGE TO ANY EQUIPMENT HAVING

SALVAGE VALUE. ALL REUSABLE SALVAGED MATERIAL SHALL REMAIN THE PROPERTY OF THE OWNER AND BE RETAINED FOR

THEIR INSPECTION. ONLY ITEMS AGREED BY THE OWNER SHALL BE DISPOSED OF BY THE CONTRACTOR.

6. CONTRACTOR IS TO UNINSTALL AND STORE ALL SUPPLY AIR DIFFUSERS UNTIL INSTALLATION IN NEW LOCATION.

7. GIVE BASE BUILDING A MINIMUM 24 HOURS NOTICE OF ANY SERVICE SHUTDOWN.

8. ALL PENETRATIONS THROUGH PARTITIONS AND FIRE RATED ASSEMBLIES ARE TO BE FIRE STOPPED WITH A ULC APPROVED

FIRE STOPPING DETAIL. ALL OPENINGS THROUGH FIRE RATED CEILING AND WALL ASSEMBLIES TO BE CONSTRUCTED TO

MAINTAIN THE FIRE RESISTANCE RATING OF THE ASSEMBLY. AS REQUIRED BY CITY OF NEW WESTMINSTER.

GENERAL RENOVATION NOTES:

UPRIGHT SPRINKLER HEAD

PENDANT SPRINKLER HEAD

FIRE EXTINGUISHER

FIRE PROTECTION

FEFEFE

620 EIGHTH STREET

NEW WESTMINSTER BC, CANADA

V3M 3S2

CIVIC ADDRESS

SCALE:

1

M0.01

NTS

SITE PLAN

PROJECT SCOPE OF WORK

AREA

TRUE NORTH

MECHANICAL DRAWING LIST

DRAWINGS NO.

M0.01

M0.02

M0.03

M0.04

M0.05

M1.01

M1.02

M1.03

M1.04

M1.05

M1.06

M1.07

M1.08

M2.01

M3.01

DESCRIPTION

DRAWING NOTES AND SYMBOL SCHEDULE

MECHANICAL SCHEDULES

HVAC ROOF PLAN

HVAC LEVEL 1 PLAN

HVAC BASEMENT PLAN

HVAC WILLOW ROOM RENOVATION PLAN

HVAC MAPLE ROOM RENOVATION PLAN

HVAC KITCHEN AREA RENOVATION PLAN

HVAC SPRUCE ROOM RENOVATION PLAN

HVAC OFFICE AREA RENOVATION PLAN

HVAC ROOF NORTH RENOVATION PLAN

HVAC ROOF SOUTH RENOVATION PLAN

HVAC CEDAR, ARBUTUS & BIRCH PLAN

MECHANICAL DETAILS

MECHANICAL SPECIFICATION

SCALE

N.T.S.

N.T.S.

1'-0" = 3/32"

1'-0" = 3/32"

1'-0" = 3/32"

1'-0" = 1/4"

1'-0" = 1/4"

1'-0" = 1/4"

1'-0" = 1/4"

1'-0" = 1/4"

1'-0" = 1/4"

1'-0" = 1/4"

1'-0" = 1/4"

N.T.S.

N.T.S.

DRAWING NOTES AND SYMBOL SCHEDULE

M0.01

AS NOTED

PROJECT NO.

DRAWING TITLE:

DATE

CHECKED BY

DRAWN BY

PROJECT TITLE:

SCALE

DRAWING NO.


PROJECT ADDRESS:





DESCRIPTION

2019.01.18

DATEREV.

ISSUED FOR COORDINATION1.

SEAL:

CONSULTANT:

108b-012-18

JAN 01, 2019




A.J.M.

R.A.O.

2019.01.24 ISSUED FOR COORDINATION2.


2019.03.25 ISSUED FOR TENDER4.

MECHANICAL MOTORLIST

UNIT NUMBER

CU-1

CU-2

CU-3

CU-4

CU-5

AC-6

AC-7

AC-8

AC-9

AC-10

AC-11

HV-1

HV-2

HV-3

HRV-1

HRV-2

HRV-3

EF-1

FF-1

QTY

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

SUPPLIER / INSTALL / WIRE CODES:

M = MECHANICAL

E = ELECTRICAL

G = GENERAL CONTRACTOR

S = SUPPLIED BY

I = INSTALLED BY

C = CONNECTED BY

STARTER CODES:

MAN = MANUAL STARTER

HOA = MAGNETIC STARTER W/ HAND/OFF/AUTO

SWITCH W/ AUX. CONTACTS

MAG = MAGNETIC STARTER C/W AUX STATUS CONTACTS

MRR = MOTOR RATED RELAY, 24 VAC COIL

& MOTOR PROTECTION SWITCH

PCS = PACKAGED CONTROL SYSTEM

VFD = VARIABLE FREQUENCY DRIVE

RVS = REDUCED VOLTAGE STARTER

WS = WALL SWITCH

CP = CONTROL PANEL

EMERGENCY POWER CODES:

VP = VITAL POWER

DVP = DELAYED VITAL POWER

CP = CONDITIONAL POWER

NP = NORMAL POWER

UNIT DESCRIPTION

AIR CONDITIONING UNIT





INDOOR EVAPORATOR UNIT






AIR HANDLING UNIT

AIR HANDLING UNIT

AIR HANDLING UNIT

HEAT RECOVERY VENTILATOR



EXHAUST FAN

FORCE FLOW HEATER

UNIT LOCATION

KITCHEN

OFFICE

ADJACENT TO SPRUCE ROOM

ADJACENT TO WILLOW ROOM

ADJACENT TO MAPLE ROOM

MAPLE ROOM

MAPLE ROOM

MAPLE ROOM

WILLOW ROOM

WILLOW ROOM

WILLOW ROOM

ROOF

ROOF

ROOF

MANAGERS OFFICE

PROGRAMMERS OFFICE

PEER COUNSEL OFFICE

ELECTRICAL ROOM

ENTRANCE

CONTROL DEVICE CODES:

AQUA = PUMP CONTROLLED BY AQUASTAT

BMS = BLDG MANAGEMENT SYSTEM

ES = END SWITCH

ET = LINE VOLTAGE T'STAT

FA = FIRE ALARM

FAP = FIRE ALARM PANEL

FS = FLOW SWITCH

GS = GAS SENSOR

H = HUMIDITY SENSOR

I = INTERLOCK, SEE NOTES

LIGHT = WIRED TO LIGHT SWITCH

LS = LEVEL SWITCH

OS = OCCUPANT SENSOR

PS = PRESSURE SWITCH

R. STAT = REVERSE ACTING THERMOSTAT

TC = TIME CLOCK

T = LOW VOLTAGE T'STAT OR SENSOR

TS = TAMPER SWITCH

VS = VARIABLE SPEED SWITCH

WS = WALL SWITCH

ELECTRICAL LOAD

10.3 MCA

16.9 MCA

23 MCA

29 MCA

29 MCA

0.36 FLA

0.36 FLA

0.30 FLA

0.36 FLA

0.36 FLA

0.30 FLA

112 MCA

45 MCA

61 MCA

100 W

100 W

100 W

16W

2000 W

ELECTRICAL LOAD CODES:

BHP = BREAK HORSEPOWER

FLA = UNIT FULL LOAD AMPS

HP = UNIT OR MOTOR HORSE POWER

PH = POWER PHASE

MCA = MINIMUM CIRCUIT AMPS

VOLT = REQUIRED SUPPLY VOLTAGE

MISCELLANEOUS CODES:

FFCP = FIRE FIGHTERS CONTROL PANEL

FRAC = FRACTIONAL HORSEPOWER

INT = INTEGRAL PART OF UNIT

VOLT

208

208

208

208

208

208

208

208

208

208

208

208

208

208

120

120

120

120

208

PH

1

1

1

1

1

1

1

1

1

1

1

3

3

3

1

1

1

1

1

S

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

EQUIPMENT

I

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

C

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

STARTER

S

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

GENERAL NOTES:

A. ALL FIRE ALARM DEVICES WIRED BY ELECTRICAL

B. CONTROL PANELS ARE SHIPPED LOOSE & REQUIRE FIELD WIRING

C. PCS EQUIPMENT REQUIRES SINGLE SOURCE POWER CONNECTION, UNLESS

NOTED OTHERWISE

D. CP, VFD EQUIPMENT REQUIRES POWER WIRING TO AND FROM CONTROL PANEL

TO CONTROLLED EQUIPMENT

NOTES:

1.

2.

3.

4.

I

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

SINGLE POINT POWER CONNECTION.

INDOOR UNIT TO BE POWERED BY OUTDOOR UNIT.

REFER TO MANUFACTURER'S CUT SHEETS FOR FURTHER DETAILS

CONTROL BY REVERSE ACTING THERMOSTAT

C

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

TYPE

INT

INT

INT

INT

INT

INT

INT

INT

INT

INT

INT

INT

INT

INT

INT

INT

INT

INT

INT

S

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

DISCONNECT

I

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

C

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

CONTROL

S

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

-

I

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

-

C

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

-

TYPE

INT

INT

INT

INT

INT

INT

INT

INT

INT

INT

INT

DDC

DDC

DDC

INT

INT

INT

INT

INT

NOTES

1,2,3

1,2,3

1,2,3

1,3

1,3

1,3

1,3

1,3

1,3

1,3

1,3

1,3

1,3

1,3

1,3

1,3

1,3

1,3,4

1,3


EQUIPMENT TAG

HRV-1 (A/B)

HRV-2 (A/B)

HRV-3 (A/B)

NOTES:

1

2

4

QTY

1

1

1

C/W 12DC POWER SUPPLY

PROVIDE RAIN COVER FOR OUTDOOR PENETRATION

C/W SMART COMFORT CONTROLLER

SERVICE

MANAGER OFFICE

PROGRAMMER OFFICE

PEER COUNSEL OFFICE

LOCATION

MANAGER OFFICE

PROGRAMMER OFFICE

PEER COUNSEL OFFICE

MANUFACTURER

LUNOS

LUNOS

LUNOS

MODEL

E^2

E^2

E^2

AIRFLOW

CFM

25

25

25

ELEC

(V/PH/HZ)

120/1/60

120/1/60

120/1/60

NOTES

ALL

ALL

ALL

UNIT HEATER (ELECTRIC)

EQUIPMENT

TAG

FF-1

NOTES:

1

QTY

1

INTEGRATED THERMOSTAT

LOCATION

ENTRANCE CEILING

MANUFACTURER

QMARK

TYPE

FORCE FLOW

MOUNTING

TYPE

SURFACE MOUNT

MODEL

CDF-548

AIR FLOW

(CFM)

300

HGT CAP

(MBH)

6.8

ELEC

(V/PH/CYC)

208/1/60

NOTES

ALL

FANS

EQUIPMENT

TAG

EF-1

NOTES:

1

2

3

QTY

1

ACOUSTIC LINED CABINET.

REFER TO MOTORLIST FOR ELECTRICAL REQUIREMENTS

CONTROLLED BY REVERSE ACTING THERMOSTAT

SERVICE

ELECTRICAL ROOM

LOCATION

ELECTRICAL ROOM

TYPE

EXHAUST

MANUFACTURER

GREENHECK

MODEL

SP-A70

AIR FLOW

(CFM)

70

E. S. P.

(IN.WG)

0.1

FAN

(RPM)

-

DRIVE

TYPE

DIRECT

SOUND LEVEL

(SONES)

0.3

WEIGHT

(LBS)

12.0

NOTES

ALL

DIFFUSERS AND GRILLES

EQUIPMENT

TAG

S-1

R-1

L-1

NOTES:

DESCRIPTION/TYPE

CEILING SUPPLY GRILLE

SURFACE MOUNTED RETURN GRILLE

EXTERIOR LOUVRE

1. LOUVRE SHALL HAVE MINIMUM 50% FREE AREA.

2. LOUVRE FINISH TO ARCHITECT'S SELECTION

3. COMPLETE WITH 12MM (1/2") BIRD SCREEN.

4. COLOUR OF PRODUCT TO BE SELECTED BY THE ARCHITECT DURING THE SHOP DRAWINGS SUBMITTAL PROCESS.

5. PROVIDE DIFFUSERS AND GRILLES WITH BORDER STYLES THAT ARE COMPATIBLE

WITH ADJACENT WALLS AND CEILING SYSTEMS. REFER TO ARCHITECTURAL DRAWINGS

MANUFACTURER

EH PRICE

EH PRICE

EH PRICE

MODEL NUMBER

520

535

DE439

INSTALLATION

SURFACE MOUNT

SURFACE MOUNT

EXTERIOR WALL

NOTES

5

5

1,2,3,4

AIR HANDLING UNIT

TAG

QUANTITY

LOCATION

MANUFACTUER

SYSTEM TYPE

MODEL

SUPPLY FAN

NORMAL VOLUME (CFM)

MINIMUM OUTDOOR AIR (CFM)

EXTERNAL STATIC (IN. WG)

FAN TYPE

BREAK HORSE POWER (HP)

HEATING

HEATING TYPE

CAPACITY (MBH)

EAT (DEG. F)

LAT (DEG. F)

PRESSURE (NATURAL GAS)

STAGES

COOLING

SENSIBLE CAPACITY (MBH)

TOTAL CAPACITY (MBH)

STAGES

EAT DB (DEG. F)

EAT WB (DEG. F)

LAT DB (DEG. F)

LAT WB (DEG. F)

ELECTRICAL

POWER (VOLT/PHASE/HZ)

MCA (A)

FILTERS

MAIN FILTER

DIMENSIONS

LXWXH (INCH)

WEIGHT

EXISTING UNIT (LBS)

NEW UNIT (LBS)

NOTES

NOTES:

1

2

3

4

5

HV-1

1

SOUTH ROOF

TRANE

RTU

YSH240G3RV-01

8,000

975

1.5

CENTRIFUGAL

7.6

NATURAL GAS

280.0

70.0

102.0

2.5

MODULATING 2.5:1

200

255

2

80

67

60

58

208/3/60

112.0

20"x25"x2"

10.14' x 7.02' x 4.68

2,650

2,388

ALL

100% ECONOMIZER CAPABILITY

SINGLE POINT POWER CONNECTION TO UNIT

THE UNIT WILL BE COMPLETED WITH A 24V TERMINAL STRIP FOR DDC CONNECTIONS

STAINLESS STEEL HEAT EXCHANGERS FOR THE GAS SECTION

SEE ATTACHED CUT SHEETS AND SPECIFICATIONS FOR FURTHER INFORMATION

HV-2

1

SOUTH ROOF

TRANE

RTU

YSC092H3-ZA-C1

3,000

225

1.5

CENTRIFUGAL

2.6

NATURAL GAS

160.0

70.0

119.0

4.5

2.0

74

94

2

80

67

60

58

208/3/60

45.0

20"x25"x2"

4.44' x 7.39' x 3.91'

2,600

1,182

ALL

HV-3

1

NORTH ROOF

TRANE

RTU

YSD150G3RV-D0

5,000

560

1.0

CENTRIFUGAL

3.7

NATURAL GAS

280.0

70.0

121.0

2.5

MODULATING 2.5:1

120

148

2

80

67

60

58

208/3/60

61.0

20"x25"x2" / 20"x20"x2"

8.89' x 5.90' x 4.35'

1,815

1,864

ALL


EQUIPMENT TAG

EVAPORATOR

AC-1

AC-2

AC-3

AC-4

AC-5

AC-6

AC-7

AC-8

AC-9

AC-10

AC-11

NOTES: EVAP = INDOOR UNIT

1 AC-1 TO AC-5 TO BE POWERED BY CONDENSING UNIT. AC-6 TO 11 TO BE CONNECTED TO SEPARATE FEED

2 WIRED WALL MOUNTED REMOTE CONTROLLER

3 PROVIDE PACKAGED CONDENSATE PUMP.

4 REFRIGERANT AND SUCTION LINES SIZE BY MANUFACTURER.

5 INDOOR UNIT POWER BY OUTDOOR UNIT

6 PROVIDE MOUNTING BASE FOR OUTDOOR UNIT ON DURA BLOCKS

7 C/W ENABLE + DISABLE INTERFACE BOARD.

8 SEE ATTACHED CUT SHEETS AND SPECIFICATIONS FOR FURTHER INFORMATION

CONDENSER

CU-2

CU-2

CU-2

CU-1

CU-3

CU-5

CU-5

CU-5

CU-4

CU-4

CU-4

QTY

1

1

1

1

1

1

1

1

1

1

1

LOCATION

EVAPORATOR

MANAGER OFFICE

PROGRAMMER OFFICE

PEER COUNSEL OFFICE

KITCHEN

SPRUCE ROOM CEILING

MAPLE ROOM

MAPLE ROOM

MAPLE ROOM

WILLOW ROOM

WILLOW ROOM

WILLOW ROOM

TYPE

WALL MOUNT

WALL MOUNT

WALL MOUNT

WALL MOUNT

FAN COIL

WALL MOUNT

WALL MOUNT

WALL MOUNT

WALL MOUNT

WALL MOUNT

WALL MOUNT

MANUFACTURER

TRANE-SAMSUNG

TRANE-SAMSUNG

TRANE-SAMSUNG

TRANE-SAMSUNG

TRANE-SAMSUNG

TRANE-SAMSUNG

TRANE-SAMSUNG

TRANE-SAMSUNG

TRANE-SAMSUNG

TRANE-SAMSUNG

TRANE-SAMSUNG

EVAP. MODEL

AJ007JNADCHAA

AJ007JNADCHAA

AJ007JNADCHAA

AR12KSWSJWKNCV

AC030MNHDCH/AA

AM018FNTDCH

AM018FNTDCH

AM012FNTDCH

AM018FNTDCH

AM018FNTDCH

AM018FNTDCH

TOTAL CLG CAP (MBH)

7

7

7

13.6

30

18

18

12

18

18

18

EFFY(SEER)

18

18

18

22.0

18.4

18.9

18.9

18.9

18.9

18.9

18.9

COND. MODEL NO.

AJ024JCJ3CH/AA

AJ024JCJ3CH/AA

AJ024JCJ3CH/AA

AR12KSWSJWKXCV

AC030JXADCH/AA

AM048NXMDCR/AA

AM048NXMDCR/AA

AM048NXMDCR/AA

AM048NXMDCR/AA

AM048NXMDCR/AA

AM048NXMDCR/AA

COND. WEIGHT (LBS)

143

143

143

81

154

214

214

214

214

214

214

COND. ELEC

(MCA)

16.9

16.9

16.9

10.3

23.0

29.0

29.0

29.0

29.0

29.0

29.0

(V/PH/HZ)

1/208/60

1/208/60

1/208/60

1/208/60

1/208/60

1/208/60

1/208/60

1/208/60

1/208/60

1/208/60

1/208/60

O/A TEMP. (DEG. F)

SUMMER DB

95

95

95

95

95

95

95

95

95

95

95

RM SETPOINT

DEG F

74

74

74

74

74

74

74

74

74

74

74

NOTES

ALL

ALL

ALL

1,2,3,4,5,7,8

ALL

1,2,3,4,6,7,8

1,2,3,4,6,7,8

1,2,3,4,6,7,8

1,2,3,4,6,7,8

1,2,3,4,6,7,8

1,2,3,4,6,7,8

OWNER SUPPLIED EQUIPMENT - ASSIGNED TO THE PROJECT

AIR HANDLING UNIT

TAG

NOTES:

NOTES:

1

2

3

HV-1

ALL

PROVIDE ROOF CURB ADAPTOR KIT TO UTILIZE EXISTING ROOF CURB.

CONTRACTOR TO SEAL AND WEATHER PROOF AND UNUSED EXISTING

OPENING.

"NEW UNIT WEIGHT" + "ROOF CURB ADAPTOR WEIGHT" SHALL NOT EXCEED

THE WEIGHT OF THE EXISITNG UNIT.

CONTRACTOR TO RETAIN STRUCTURAL CONSULTANT REGISTERED IN

BRITISH COLUMBIA IF THE "NEW UNIT WEIGHT" + "ROOF CURB ADAPTOR WEIGHT

" EXCEEDS THE EXISITNG UNIT WEIGHT.

HV-2

ALL

HV-3

ALL

CONTRACTOR SCOPE

OWNER SUPPLIED EQUIPMENT - ASSIGNED TO THE PROJECT

PROJECT NO.

DRAWING TITLE:

DATE

CHECKED BY

DRAWN BY

PROJECT TITLE:

SCALE

DRAWING NO.


PROJECT ADDRESS:





DESCRIPTION

2019.01.18

DATEREV.


SEAL:

CONSULTANT:

108b-012-18

JAN 01, 2019




A.J.M.

R.A.O.




MECHANICALSCHEDULES

M0.02

AS NOTED

SCALE:

1

M0.03

1'-0" = 3/32"

HVAC ROOF PLAN

HV-1

HV-2

HV-3

2

M1.07

2

M1.06

TRUE NORTH

KEY PLAN

PROJECT NO.

DRAWING TITLE:

DATE

CHECKED BY

DRAWN BY

PROJECT TITLE:

SCALE

DRAWING NO.


PROJECT ADDRESS:





DESCRIPTION

2019.01.18

DATEREV.


SEAL:

CONSULTANT:

108b-012-18

JAN 01, 2019




A.J.M.

R.A.O.




HVAC ROOF PLAN

M0.03

AS NOTED

AutoCAD SHX Text

L

AutoCAD SHX Text

G

AutoCAD SHX Text

H

AutoCAD SHX Text

J

AutoCAD SHX Text

K

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

D

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

8

AutoCAD SHX Text

9

AutoCAD SHX Text

7

AutoCAD SHX Text

3

AutoCAD SHX Text

C

AutoCAD SHX Text

B

AutoCAD SHX Text

A

AutoCAD SHX Text

L

AutoCAD SHX Text

G

AutoCAD SHX Text

H

AutoCAD SHX Text

J

AutoCAD SHX Text

K

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

D

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

8

AutoCAD SHX Text

9

AutoCAD SHX Text

7

AutoCAD SHX Text

3

AutoCAD SHX Text

C

AutoCAD SHX Text

2

AutoCAD SHX Text

1

AutoCAD SHX Text

B

AutoCAD SHX Text

A

AutoCAD SHX Text

10

AutoCAD SHX Text

11

AutoCAD SHX Text

12

AutoCAD SHX Text

H

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

L

AutoCAD SHX Text

H

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

10

AutoCAD SHX Text

12

SCALE:

1

M0.04

1'-0" = 3/32"

HVAC LEVEL 1 PLAN

1

M1.03

1

M1.05

CU-2

CU-1

1

M1.04

CU-3

1

M1.08

TRUE NORTH

KEY PLAN

HVAC LEVEL 1 PLAN

M0.04

AS NOTED

PROJECT NO.

DRAWING TITLE:

DATE

CHECKED BY

DRAWN BY

PROJECT TITLE:

SCALE

DRAWING NO.


PROJECT ADDRESS:





DESCRIPTION

2019.01.18

DATEREV.


SEAL:

CONSULTANT:

108b-012-18

JAN 01, 2019




A.J.M.

R.A.O.




AutoCAD SHX Text

DN 8R

AutoCAD SHX Text

DN 6R

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

OPEN TO BELOW

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

T/O MAIN FLR.

AutoCAD SHX Text

100'-0" (91.34 GEO.)

AutoCAD SHX Text

113

AutoCAD SHX Text

YOUTH

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

114

AutoCAD SHX Text

YOUTH

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

107

AutoCAD SHX Text

EXISTING FOYER

AutoCAD SHX Text

104

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

106

AutoCAD SHX Text

MENS

AutoCAD SHX Text

105

AutoCAD SHX Text

WOMENS

AutoCAD SHX Text

103

AutoCAD SHX Text

UPPER LOUNGE

AutoCAD SHX Text

112

AutoCAD SHX Text

FLEX OFFICE

AutoCAD SHX Text

102

AutoCAD SHX Text

LOUNGE

AutoCAD SHX Text

101

AutoCAD SHX Text

RECEPTION

AutoCAD SHX Text

110

AutoCAD SHX Text

JANITOR

AutoCAD SHX Text

115

AutoCAD SHX Text

CORR.

AutoCAD SHX Text

114

AutoCAD SHX Text

CORR.

AutoCAD SHX Text

109

AutoCAD SHX Text

COMPUTER/STUDY

AutoCAD SHX Text

108

AutoCAD SHX Text

MANAGER

AutoCAD SHX Text

111

AutoCAD SHX Text

FLEX OFFICE

AutoCAD SHX Text

RAMP DN

AutoCAD SHX Text

ENTRY

AutoCAD SHX Text

ELECT.

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

COOLER

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

WOMENS

AutoCAD SHX Text

MENS

AutoCAD SHX Text

LOUNGE

AutoCAD SHX Text

FIR ROOM

AutoCAD SHX Text

DOUGLAS ROOM

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

CEDAR ROOM

AutoCAD SHX Text

BIRCH ROOM

AutoCAD SHX Text

ARBUTUS ROOM

AutoCAD SHX Text

SPRUCE ROOM

AutoCAD SHX Text

OFFICE/RECEPTION

AutoCAD SHX Text

MANAGER

AutoCAD SHX Text

PROGRAMMER

AutoCAD SHX Text

SENIOR PEER COUN.

AutoCAD SHX Text

ELEVATOR

AutoCAD SHX Text

BARRIER-FREE W/C

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

JANITOR

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

RAMP UP

AutoCAD SHX Text

DECK

AutoCAD SHX Text

WOMENS

AutoCAD SHX Text

MENS

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

OAK ROOM

AutoCAD SHX Text

L

AutoCAD SHX Text

G

AutoCAD SHX Text

H

AutoCAD SHX Text

J

AutoCAD SHX Text

K

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

D

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

8

AutoCAD SHX Text

9

AutoCAD SHX Text

7

AutoCAD SHX Text

3

AutoCAD SHX Text

C

AutoCAD SHX Text

B

AutoCAD SHX Text

A

AutoCAD SHX Text

L

AutoCAD SHX Text

G

AutoCAD SHX Text

H

AutoCAD SHX Text

J

AutoCAD SHX Text

K

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

D

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

8

AutoCAD SHX Text

9

AutoCAD SHX Text

7

AutoCAD SHX Text

3

AutoCAD SHX Text

C

AutoCAD SHX Text

2

AutoCAD SHX Text

1

AutoCAD SHX Text

B

AutoCAD SHX Text

A

AutoCAD SHX Text

10

AutoCAD SHX Text

11

AutoCAD SHX Text

12

AutoCAD SHX Text

H

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

L

AutoCAD SHX Text

H

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

10

AutoCAD SHX Text

12

SCALE:

1

M0.05

1'-0" = 3/32"

HVAC BASEMENT PLAN

1

M1.02

1

M1.01

CU-5

CU-4

TRUE NORTH

KEY PLAN

M0.05

AS NOTED

PROJECT NO.

DRAWING TITLE:

DATE

CHECKED BY

DRAWN BY

PROJECT TITLE:

SCALE

DRAWING NO.


PROJECT ADDRESS:





DESCRIPTION

2019.01.18

DATEREV.


SEAL:

CONSULTANT:

108b-012-18

JAN 01, 2019




A.J.M.

R.A.O.




HVAC BASEMENTPLAN

AutoCAD SHX Text


AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

T/O CONC.

AutoCAD SHX Text

90'-7 1/2"(88.487 GEO.)

AutoCAD SHX Text

T/O SLAB

AutoCAD SHX Text

90'-8"

AutoCAD SHX Text

B14

AutoCAD SHX Text

CRAWL SPACE

AutoCAD SHX Text

B10

AutoCAD SHX Text

STAIR#1

AutoCAD SHX Text

B12

AutoCAD SHX Text

STAIR#2

AutoCAD SHX Text

B11

AutoCAD SHX Text

CORR.

AutoCAD SHX Text

B13

AutoCAD SHX Text

ELECT.

AutoCAD SHX Text

B02

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

B01

AutoCAD SHX Text

MULTI-PURPOSE

AutoCAD SHX Text

LAUNDRY

AutoCAD SHX Text

B09

AutoCAD SHX Text

PARK ATTNDT.

AutoCAD SHX Text

B07

AutoCAD SHX Text

WOMENS

AutoCAD SHX Text

B06

AutoCAD SHX Text

CORR.

AutoCAD SHX Text

B08

AutoCAD SHX Text

MENS

AutoCAD SHX Text

B05

AutoCAD SHX Text

WEIGHT ROOM

AutoCAD SHX Text


AutoCAD SHX Text

WILLOW ROOM

AutoCAD SHX Text

FURNACE ROOM

AutoCAD SHX Text

STORAGE ROOM

AutoCAD SHX Text

ELEV.

AutoCAD SHX Text

POTTERY

AutoCAD SHX Text

KILN

AutoCAD SHX Text

DAMP STORAGE

AutoCAD SHX Text

STORAGE ROOM

AutoCAD SHX Text

CRAWL SPACE

AutoCAD SHX Text

W/C

AutoCAD SHX Text

STORAGE ROOM

AutoCAD SHX Text

DARTS ROOM

AutoCAD SHX Text

L

AutoCAD SHX Text

G

AutoCAD SHX Text

H

AutoCAD SHX Text

J

AutoCAD SHX Text

K

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

D

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

8

AutoCAD SHX Text

9

AutoCAD SHX Text

7

AutoCAD SHX Text

3

AutoCAD SHX Text

C

AutoCAD SHX Text

B

AutoCAD SHX Text

A

AutoCAD SHX Text

L

AutoCAD SHX Text

G

AutoCAD SHX Text

H

AutoCAD SHX Text

J

AutoCAD SHX Text

K

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

D

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

8

AutoCAD SHX Text

9

AutoCAD SHX Text

7

AutoCAD SHX Text

3

AutoCAD SHX Text

C

AutoCAD SHX Text

2

AutoCAD SHX Text

1

AutoCAD SHX Text

B

AutoCAD SHX Text

A

AutoCAD SHX Text

10

AutoCAD SHX Text

11

AutoCAD SHX Text

12

AutoCAD SHX Text

H

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

L

AutoCAD SHX Text

H

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

10

AutoCAD SHX Text

12

CU-4

T

38"x64" CONCRETE PAD

IMG

8087

IMG

2341

RF

GR

RF

GS

RF

GR

RF

GS

C

AC-9

AC-10




TO CEILING/WALL

6' HIGH CHAIN-LINK FENCE WITH LOCKABLE GATE

DRAWING NOTES:

1. AC LINES TO RUN TIGHT TO CEILING WITHIN BULK HEAD IN

CORNER OF ROOM.

2. AC LINE ROUTING TO INCLUDE; REFRIGERANT, POWER,

CONDENSATE AND CONTROL LINES. LINE LOCATIONS ARE FOR

REFERENCE ONLY.

3. OUTDOOR PIPING TO BE SUPPORTED ON MI-FAB C5-B RUBBER

SUPPORTS.

4. CONDENSATE DRAIN LOCATION TO BE COORDINATED ON SITE.

5. INDOOR EVAPORATOR UNITS TO BE MOUNTED TIGHT TO

CEILING.

6. ALL LOW VOLTAGE CONTROL WIRING FOR AC UNITS AND HRV

TO BE DONE BY MECHANICAL. ALL WIRING TO BE RUN WITHIN

WIRE MOLD TO MATCH ELECTRICAL.

NEW PENETRATION TO BE COORDINATED ON SITE, TYP. OF 3

AC-11

DO ENABLE/ DISABLE

ALL 3 INDOOR UNIT ON

SINGLE ENABLE/DISABLE

AI TEMP

PAD MOUNTED ON 2@

DURA-BLOCK



TO FEED AC-10 AND AC-9 FROM

EXTERIOR. AC-9 AND AC-10 TO

FLUSH MOUNT TO WALL.

X X X X

AC UNITS TO BE MOUNTED ON

FACE OF BULKHEAD AND HAVE A

MINIMUM OF 4" CLEARANCE FROM

CEILING TO ALLOW FOR RETURN

AIR FLOW, TYP. OF 3

SCALE:

2

M0.01

NTS

IMAGE 8087

SCALE:

3

M0.01

NTS

IMAGE 2341

TRUE NORTH

KEY PLAN

PROJECT NO.

DRAWING TITLE:

DATE

CHECKED BY

DRAWN BY

PROJECT TITLE:

SCALE

DRAWING NO.


PROJECT ADDRESS:





DESCRIPTION

2019.01.18

DATEREV.


SEAL:

CONSULTANT:

108b-012-18

JAN 01, 2019




A.J.M.

R.A.O.




HVACWILLOW ROOM

M1.01

1/4" = 1' - 0"

RENOVATION PLANSCALE:

1

M1.01

1'-0" = 1/4"

HVAC WILLOW ROOM RENOVATION PLAN

AutoCAD SHX Text


AutoCAD SHX Text

UP

AutoCAD SHX Text

CORR.

AutoCAD SHX Text

WILLOW ROOM

AutoCAD SHX Text

ELEV.

AutoCAD SHX Text

W/C

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

3

AutoCAD SHX Text

G

AutoCAD SHX Text

H

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

D

AutoCAD SHX Text

C

AutoCAD SHX Text

B

AutoCAD SHX Text

G

AutoCAD SHX Text

H

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

D

AutoCAD SHX Text

C

AutoCAD SHX Text

B

AutoCAD SHX Text

H

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

L

AutoCAD SHX Text

H

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

10

AutoCAD SHX Text

12

IMG

2531

SCALE:

2

M0.01

NTS

IMAGE 2531

CU-5

38x64" CONCRETE PAD

RF

GR

RF

GS

RF

GR

RF

GS

C

RFGR

RFGS

C

AC-7

AC-6

AC-8




TO CEILING/WALL

T

X

4X

X

X X

DRAWING NOTES:


CORNER OF ROOM.


CONDENSATE AND CONTROL LINES.LINE LOCATIONS ARE FOR

REFERENCE ONLY.


SUPPORTS.



CEILING.




6' HIGH CHAIN-LINK FENCE

WITH LOCKABLE GATE

NEW PENETRATION TO BE COORDINATED ON SITE

NEW PENETRATION TO BE COORDINATED ON SITE

ENSURE EXISTING VENTILATOR REMAINS OPERATIONAL

AI TEMP


DO ENABLE/ DISABLE

DO ENABLE/ DISABLE

DO ENABLE/ DISABLE

DO ENABLE/ DISABLE

AI TEMP

T

PAD MOUNTED ON 2@

DURA-BLOCK


FACE OF BULKHEAD AND HAVE A



AIR FLOW, TYP. OF 3

TRUE NORTH

KEY PLAN

PROJECT NO.

DRAWING TITLE:

DATE

CHECKED BY

DRAWN BY

PROJECT TITLE:

SCALE

DRAWING NO.


PROJECT ADDRESS:





DESCRIPTION

2019.01.18

DATEREV.


SEAL:

CONSULTANT:

108b-012-18

JAN 01, 2019




A.J.M.

R.A.O.




HVACMAPLE ROOM

M1.02

1/4" = 1' - 0"


1

M1.02

1'-0" = 1/4"

HVAC MAPLE ROOM RENOVATION PLAN

AutoCAD SHX Text


AutoCAD SHX Text

DARTS ROOM

AutoCAD SHX Text

8

AutoCAD SHX Text

9

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

9

AutoCAD SHX Text

7

AutoCAD SHX Text

B

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

A

AutoCAD SHX Text

H

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

L

AutoCAD SHX Text

H

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

10

AutoCAD SHX Text

12

AC-4

DRAWING NOTES:


CONDENSATE AND CONTROL LINES.


CORNER OF ROOM. LINE LOCATIONS ARE FOR REFERENCE

ONLY.


4. FINAL REVISION OF THE WALL MOUNT CONDENSER BRACKET

SHOP DRAWINGS SHALL BE COMPLETED WITH

MANUFACTURER'S BC REGISTERED ENGINEER'S SIGNED AND

SEALED SCHEDULE (FOR STRUCTURAL AND SEISMIC

DISCIPLINES)


CEILING




7. PROVIDE FIRE DAMPER ACCESS PANEL AS REQUIRED. ACCESS

TO BE FROM ELECTRICAL ROOM

CU-1

C

RF

GR

RF

GS

WALL MOUNTED

CONDENSING UNIT, C/W

VIBRATION ISOLATION.

ALL REFRIGERANT,

CONDENSATE,

POWER AND

CONTROL LINES ARE

TO RUN INSIDE BULK

HEAD TIGHT TO

CEILING/WALL.

T

IMG

1748

SCALE:

2

M1.03

NTS

IMAGE 1748

T

R

FD

EF-1

FD

BDD

6"x6"

L-1

12"x12"

-

6"Ø

S-1

6"x6"

-

2@

1 TON

DO ENABLE/ DISABLE

AI TEMP

CONTRACTOR TO

FIRESTOP ALL

PENETRATIONS THROUGH

FIRE RATED WALLS

AC UNIT TO BE MOUNTED ON FACE

OF BULKHEAD AND HAVE A



AIR FLOW

TRUE NORTH

KEY PLAN

PROJECT NO.

DRAWING TITLE:

DATE

CHECKED BY

DRAWN BY

PROJECT TITLE:

SCALE

DRAWING NO.


PROJECT ADDRESS:





DESCRIPTION

2019.01.18

DATEREV.


SEAL:

CONSULTANT:

108b-012-18

JAN 01, 2019




A.J.M.

R.A.O.




HVACKITCHEN AREA

M1.03

1/4" = 1' - 0"


1

M1.03

1'-0" = 1/4"

HVAC KITCHEN AREA RENOVATION PLAN

AutoCAD SHX Text

RAMP DN

AutoCAD SHX Text

ELECT.

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

COOLER

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

BARRIER-FREE W/C

AutoCAD SHX Text

10

AutoCAD SHX Text

11

AutoCAD SHX Text

G

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

D

AutoCAD SHX Text

C

AutoCAD SHX Text

G

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

D

AutoCAD SHX Text

C

AutoCAD SHX Text

H

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

L

AutoCAD SHX Text

H

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

10

AutoCAD SHX Text

12

CU-3

IMG

8085

14

"x1

2"

14"x12"

T

C

1%

S

LO

PE

R-1

14"x14"

440

2@

S-1

8"x8"

220

4@

L-1

24"x12"

400

14"x12"

10

"Ø

8"Ø

8"Ø

12

"Ø

IMG

8086

IMG

8082

IMG

8083

IMG

8084

60"x62" CONCRETE PAD

RF

GS

RF

GR

DRAIN AC-7

CONDENSATE TO

SINK UPSTREAM

OF P-TRAP, REFER

TO DETAIL

1

M2.01

COORDINATE

FINAL LOCATION

ON SITE

10"Ø

ALL OUTDOOR

REFRIGERANT,

POWER AND

CONTROL LINES

ARE TO RUN

INSIDE FURRED

OUT PORTION OF

EXTERIOR WALL;

INSIDE LINES ARE

TO RUN WITHIN

CEILING PLENUM

8"Ø

8"Ø

12

"Ø

AC-5

36"X8.5" SUPPLY

36"x8.5" INTAKE

2-1/2 TON

DRAWING NOTES:


SUPPORTS.




AI TEMP

DO ENABLE/ DISABLE

TYP. OF 3

DO ENABLE/ DISABLE

EXISITNG

BASEBOARD HEATER

TYP. OF 3

PAD MOUNTED ON 2@

DURA-BLOCK

2% SLOPE

SCALE:

-

M1.04

NTS

IMAGE 8086

SCALE:

-

M1.04

NTS

IMAGE 8085

SCALE:

-

M1.04

NTS

IMAGE 8084

SCALE:

-

M1.04

NTS

IMAGE 8083

SCALE:

-

M1.04

NTS

IMAGE 8082

TRUE NORTH

KEY PLAN

PROJECT NO.

DRAWING TITLE:

DATE

CHECKED BY

DRAWN BY

PROJECT TITLE:

SCALE

DRAWING NO.


PROJECT ADDRESS:





DESCRIPTION

2019.01.18

DATEREV.


SEAL:

CONSULTANT:

108b-012-18

JAN 01, 2019




A.J.M.

R.A.O.




HVACSPRUCE ROOM

M1.04

1/4" = 1' - 0"


1

M1.04

1'-0" = 1/4"

HVAC SPRUCE ROOM RENOVATION PLAN

AutoCAD SHX Text

DN

AutoCAD SHX Text

SPRUCE ROOM

AutoCAD SHX Text

8

AutoCAD SHX Text

9

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

9

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

9

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

9

AutoCAD SHX Text

7

AutoCAD SHX Text

L

AutoCAD SHX Text

J

AutoCAD SHX Text

K

AutoCAD SHX Text

L

AutoCAD SHX Text

J

AutoCAD SHX Text

K

AutoCAD SHX Text

H

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

L

AutoCAD SHX Text

H

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

10

AutoCAD SHX Text

12

T

S

T

T

HRV-1 (A)

AC-1

HRV-2 (A)

AC-2

AC-3

HRV-3 (A)

FF-1

HRV-2 (B)

HRV-1 (B)

HRV-3 (B)

TO HRV-2 (B)

TO HRV-2 (A)

S

TO HRV-1 (B)

TO HRV-1 (A)

S

TO HRV-3 (B)

TO HRV-3 (A)

CU-2

DRAWING NOTES:


CONDENSATE AND CONTROL LINES.

2. AC LINES TO RUN TIGHT TO WALL/CEILING WITHIN BULK HEAD IN

CORNER OF ROOM. LINE LOCATIONS ARE FOR REFERENCE

ONLY.


SUPPORTS.



CEILING




CEILING

MOUNTED

SLAB TO MATCH WIDTH

OF CHIMNEY

PROTRUSION AND

EXTEND OUT TO BE

FLUSH WITH SIDEALK

PAD MOUNTED ON 2@

DURA-BLOCK

HRV TO BE CONNECTED TO

12VDC TRANSFORMER IN

WALL, ALL LOW VOLTAGE

CONTROL WIRING FOR HRV

TO BE DONE BY MECHANICAL.

TYPICAL OF 3.

HRV TO BE FLUSH ON

INTERIOR FINISHED WALL

AND PROTRUDE OUT

THROUGH ENVELOPE. REFER

TO DETAIL BY ARCHITECT

FOR PENETRATION DETAILS

AND LOCATION. TYP. OF 3

AC

LIN

E R

OU

TIN

G

AI TEMP

DO ENABLE/ DISABLE

DO ENABLE/ DISABLE

TYP. OF 3

TYP. OF 3

TYP. OF 3

EXISTING BASEBOARD

TYP. OF 3


FACE OF BULKHEAD OR WALL AND

HAVE A MINIMUM OF 4"

CLEARANCE FROM CEILING TO

ALLOW FOR RETURN AIR FLOW,

TYP. OF 3

TRUE NORTH

KEY PLAN

PROJECT NO.

DRAWING TITLE:

DATE

CHECKED BY

DRAWN BY

PROJECT TITLE:

SCALE

DRAWING NO.


PROJECT ADDRESS:





DESCRIPTION

2019.01.18

DATEREV.


SEAL:

CONSULTANT:

108b-012-18

JAN 01, 2019




A.J.M.

R.A.O.




HVACOFFICE AREA

M1.05

1/4" = 1' - 0"


1

M1.05

1'-0" = 1/4"

HVAC OFFICE AREA RENOVATION PLAN

AutoCAD SHX Text

ENTRY

AutoCAD SHX Text

OFFICE/RECEPTION

AutoCAD SHX Text

MANAGER

AutoCAD SHX Text

PROGRAMMER

AutoCAD SHX Text

SENIOR PEER COUN.

AutoCAD SHX Text

BARRIER-FREE W/C

AutoCAD SHX Text

RAMP UP

AutoCAD SHX Text

10

AutoCAD SHX Text

11

AutoCAD SHX Text

L

AutoCAD SHX Text

H

AutoCAD SHX Text

J

AutoCAD SHX Text

K

AutoCAD SHX Text

L

AutoCAD SHX Text

H

AutoCAD SHX Text

J

AutoCAD SHX Text

K

AutoCAD SHX Text

H

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

L

AutoCAD SHX Text

H

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

10

AutoCAD SHX Text

12

DRAWING NOTES:

PROVIDE ROOF CURB ADAPTOR KIT TO UTILIZE EXISTING

ROOF CURB. CONTRACTOR TO SEAL AND WEATHER

PROOF AND UNUSED EXISTING OPENING.

1

1. PROVIDE PRIME COATED (FOR RUST PROTECTION) NEW STEEL

SUPPORT (2" HIGH) TO MATCH EXISTING ROOF CURB

DIMENSIONS, STEEL FRAME C/W NEOPRENE GASKETS ON TOP

AND BOTTOM, TO SIT ON EXISTING ROOF CURB BETWEEN

EXISTING ROOF CURB AND NEW ROOF CURB ADAPTOR. ALLOW

REQUIRED OPENINGS ON STEEL SUPPORT FRAME FOR

ANCHORING OF THE NEW UNIT. FINAL REVISION OF THE CURB

ADAPTOR SHOP DRAWINGS SHALL BE COMPLETED WITH



DISCIPLINES)

2. ACOUSTICAL INSULATIONS REPLACEMENT WITHIN THE EXISTING

ROOF CURBS, REINFORCING THE EXISTING ROOF CURBS.

3. PROVIDE FLEXIBLE COUPLING BETWEEN RTU AND NEW

DUCTWORK.

4. CONTRACTOR TO ALLOW FOR REPLACEMENT OF GAS LINE AND

REGULATOR TO SUIT HV-3 REPLACEMENT.

5. FINAL FINISH OF ROOF CURB TO BE WEATHER RESISTANT AND

INSULATED.

6. CONTRACTOR TO ALLOW FOR SHEET METAL TRANSITIONS

BETWEEN HV-3 AND EXISTING DUCTWORK.


SUPPORTS

8. PROVIDE NEW INDOOR THERMOSTAT IN EXISTING LOCATION.

HV-1

DEMO EXISTING RTU

EXISTING RTU ROOF

CURB TO REMAIN

HV-3

EXISTING RTU ROOF

CURB

1

TRUE NORTH

KEY PLAN

TRUE NORTH

KEY PLAN

PROJECT NO.

DRAWING TITLE:

DATE

CHECKED BY

DRAWN BY

PROJECT TITLE:

SCALE

DRAWING NO.


PROJECT ADDRESS:





DESCRIPTION

2019.01.18

DATEREV.


SEAL:

CONSULTANT:

108b-012-18

JAN 01, 2019




A.J.M.

R.A.O.




HVACROOF NORTH

M1.06

1/4 = 1' - 0"


1

M1.06

1'-0" = 1/4"

HVAC ROOF NORTH DEMOLITION PLAN

SCALE:

2

M1.06

1'-0" = 1/4"

HVAC ROOF NORTH RENOVATION PLAN

AutoCAD SHX Text

G

AutoCAD SHX Text

H

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

G

AutoCAD SHX Text

H

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

8

AutoCAD SHX Text

9

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

9

AutoCAD SHX Text

7

AutoCAD SHX Text

10

AutoCAD SHX Text

8

AutoCAD SHX Text

9

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

9

AutoCAD SHX Text

7

AutoCAD SHX Text

10

AutoCAD SHX Text

G

AutoCAD SHX Text

H

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

G

AutoCAD SHX Text

H

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

H

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

L

AutoCAD SHX Text

H

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

10

AutoCAD SHX Text

12

AutoCAD SHX Text

H

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

L

AutoCAD SHX Text

H

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

10

AutoCAD SHX Text

12

HV-1

HV-2

31"X42" RA UP

16"x22" SA

21"X14" SA DOWN

30"X22" RA

46"X22" SA

DEMO EXISTING RTU

EXISTING RTU ROOF

CURB TO REMAIN

DEMO EXISTING RTU

EXISTING RTU ROOF

CURB TO REMAIN

HV-1

HV-2

31"X42" RA UP

16"x22" SA

21"X14" SA DOWN

30"X22" RA

46"X22" SA

EXISTING RTU ROOF

CURB

1

20"x23"

50"x23"

50"x24"

RA

EXISTING RTU ROOF

CURB

1

6' MIN DISTANCE

5' MIN DISTANCE

SA

RA

27"x47"

28"x47"

46"x22"

27"x30"

20"x23"

17"x32"

42"x12"

42"x32"

SA

DRAWING NOTES:

PROVIDE ROOF CURB ADAPTOR KIT TO UTILIZE EXISTING

ROOF CURB. CONTRACTOR TO SEAL AND WEATHER

PROOF AND UNUSED EXISTING OPENING.

1

1. PROVIDE PRIME COATED (FOR RUST PROTECTION) NEW STEEL

SUPPORT (2" HIGH) TO MATCH EXISTING ROOF CURB

DIMENSIONS, STEEL FRAME C/W NEOPRENE GASKETS ON TOP

AND BOTTOM, TO SIT ON EXISTING ROOF CURB BETWEEN

EXISTING ROOF CURB AND NEW ROOF CURB ADAPTOR. ALLOW

REQUIRED OPENINGS ON STEEL SUPPORT FRAME FOR

ANCHORING OF THE NEW UNIT. FINAL REVISION OF THE CURB

ADAPTOR SHOP DRAWINGS SHALL BE COMPLETED WITH



DISCIPLINES)

2. PROVIDE FLEXIBLE COUPLING BETWEEN RTU AND NEW

DUCTWORK.

3. CONTRACTOR TO ALLOW FOR REPLACEMENT OF GAS LINE AND

REGULATOR TO SUIT HV-1 & HV-2 REPLACEMENT.

4. FINAL FINISH OF ROOF CURB TO BE WEATHER RESISTANT AND

ACOUSTICALLY INSULATED.

5. PROVIDE ADEQUATE ROOF SUPPORTS FOR NEW DUCT WORK

COMPLETE WITH VIBRATION ISOLATION.CONTRACTOR TO

ALLOW FOR WIND UPLIFT EFFECT ON EXPOSED DUCT WORK.

6. CONTRACTOR TO ALLOW FOR RE-INSULATION OF EXISTING

OUTDOOR DUCTWORK.

8. PROVIDE NEW INDOOR THERMOSTAT IN EXISTING LOCATION.

TRUE NORTH

KEY PLAN

PROJECT NO.

DRAWING TITLE:

DATE

CHECKED BY

DRAWN BY

PROJECT TITLE:

SCALE

DRAWING NO.


PROJECT ADDRESS:





DESCRIPTION

2019.01.18

DATEREV.


SEAL:

CONSULTANT:

108b-012-18

JAN 01, 2019




A.J.M.

R.A.O.




HVACROOF SOUTH

M1.07

1/4 = 1' - 0"


1

M1.07

1'-0" = 1/4"

HVAC ROOF SOUTH DEMOLITION PLAN

SCALE:

2

M1.07

1'-0" = 1/4"

HVAC ROOF SOUTH RENOVATION PLAN

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

B

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

A

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

H

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

L

AutoCAD SHX Text

H

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

10

AutoCAD SHX Text

12

DO ENABLE/ DISABLE

DO ENABLE/ DISABLE

DO ENABLE/ DISABLE


TYP. OF 3

EXISTING WINDOW MOUNTED

AC UNIT TO BE DEMOLISHED

TYP. OF 2

TRUE NORTH

KEY PLAN

PROJECT NO.

DRAWING TITLE:

DATE

CHECKED BY

DRAWN BY

PROJECT TITLE:

SCALE

DRAWING NO.


PROJECT ADDRESS:





DESCRIPTION

2019.01.18

DATEREV.


SEAL:

CONSULTANT:

108b-012-18

JAN 01, 2019




A.J.M.

R.A.O.




HVAC CEDAR,ARBUTUS & BIRCH

M1.08

1/4" = 1' - 0"


1

M1.08

1'-0" = 1/4"

HVAC CEDAR, ARBUTUS & BIRCH RENOVATION PLAN

AutoCAD SHX Text

DN 6R

AutoCAD SHX Text

CEDAR ROOM

AutoCAD SHX Text

BIRCH ROOM

AutoCAD SHX Text

ARBUTUS ROOM

AutoCAD SHX Text

JANITOR

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

DECK

AutoCAD SHX Text

8

AutoCAD SHX Text

9

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

9

AutoCAD SHX Text

7

AutoCAD SHX Text

C

AutoCAD SHX Text

C

AutoCAD SHX Text

H

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

L

AutoCAD SHX Text

H

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

10

AutoCAD SHX Text

12

DHWDCW

SCALE:

1

M2.01

NTS

CONDENSATE TIE-IN

V

VENT

FLOOR

LEVEL

C

TIE CONDENSATE DRAIN

INTO SINK SAN LINE

UPSTREAM OF P-TRAP

FROM CONDENSATE PUMP(S)

RE & RE DRYWALL TO MATCH

EXISITING

NOTE:

* SIESMIC RESTRAINTS AS PER

SPECIFICATIONS

INSULATED

SOLID DUCT

INSULATED

FLEX DUCT

CEILING

900 (36") (MAX.

STRETCHED)

S/A DIFFUSER

ATTACH DIFFUSER

TO DUCT TEE

END CAP

INSULATED DUCT TEE

(AIR CUSHION)

ATTACH TO STRUCTURE

AIR OUTLET/INLET SEE

SCHEDULE & DWG's FOR TYPE

TYPE A FIRE DAMPER

FUSIBLE LINK

FIRE RATED WALL

DUCT

ANGLE FRAME

TIE CLIPS

DETAIL NOTES

1. INSTALL IN ACCORDANCE WITH

MANUFACTURER

SPECIFICATIONS & SMACNA

RECOMMENDATIONS

BREAK AWAY

JOINT

SERVICE VALVES

INSULATION

MINI SPLIT HEAT PUMP OR AC

SYSTEM, AS SPEC'D, TO BE

INSTALLED ACCORDING TO ALL

APPLICABLE NATIONAL AND

LOCAL ELECTRICAL,

MECHANICAL AND BUILDING

CODES

WEATHERPROOF

FUSED DISCONNECT

PER NEC

INSTALL OUTDOOR UNIT PER

MANUFACTURER SPECIFICATIONS

WALL MOUNTED INDOOR UNIT

PER MANUFACTURER

SPECIFICATIONS

WALL HOLE SLEEVE

REFER TO MANUFACTURER FOR

MINIMUM INSTALLATION

CLEARANCES

REFRIGERANT LINE FLARED

CONNECTION

DRAIN LINE (INSULATE IN

UNCONDITIONED SPACE)

POWER AND CONTROL

WIRING (HIGH

VOLTAGE)

OUTDOOR UNIT TO BE

SUPPORTED FROM WALL ON

STEEL ANGLE FRAME c/w

SEISMIC RESTRAINT.

SCALE:

2

M2.01

NTS

SUPPLY AIR DIFFUSER

SCALE:

3

M2.01

NTS

DUCTLESS SPLIT SYSTEM DETAIL

SCALE:

4

M2.01

NTS

VERTICAL FIRE DAMPER DETAIL

PROJECT NO.

DRAWING TITLE:

DATE

CHECKED BY

DRAWN BY

PROJECT TITLE:

SCALE

DRAWING NO.


PROJECT ADDRESS:





DESCRIPTION

2019.01.18

DATEREV.


SEAL:

CONSULTANT:

108b-012-18

JAN 01, 2019




A.J.M.

R.A.O.




MECHANICALDETAILS

M2.01

N.T.S.

COMMON WORKS

1. GENERAL

1.1 GENERAL SCOPE

'PROVIDE' SHALL MEAN SUPPLY AND INSTALL.

'CONSULTANT' SHALL MEAN AME GROUP CONSULTING PROFESSIONAL ENGINEERS

PROVIDE COMPLETE, FULLY TESTED AND OPERATIONAL SYSTEMS TO MEET THE REQUIREMENTS DESCRIBED

HEREIN AND IN COMPLETE ACCORD WITH APPLICABLE CODES AND ORDINANCES.

CONTRACT DOCUMENTS AND DRAWINGS ARE DIAGRAMMATIC. THEY ESTABLISH SCOPE, MATERIAL AND

INSTALLATION QUALITY BUT ARE NOT DETAILED INSTALLATION INSTRUCTIONS.

FOLLOW MANUFACTURERS' RECOMMENDED INSTALLATION INSTRUCTIONS, DETAILS AND PROCEDURES FOR

EQUIPMENT, SUPPLEMENTED BY REQUIREMENTS OF THE CONTRACT DOCUMENTS.

BEFORE SUBMITTING TENDER, VISIT AND EXAMINE THE SITE AND NOTE ALL CHARACTERISTICS AND FEATURES

AFFECTING THE WORK. NO ALLOWANCES WILL BE MADE FOR ANY DIFFICULTIES ENCOUNTERED OR ANY

EXPENSES INCURRED BECAUSE OF ANY CONDITIONS OF THE SITE OR ITEM EXISTING THEREON, WHICH IS

VISIBLE OR KNOWN TO EXIST AT THE TIME OF TENDER.

CLARIFICATIONS OR REQUESTS FOR ALTERNATE MATERIALS OR EQUIPMENT MUST BE SUBMITTED IN WRITING

TO THE CONSULTANT NO LATER THAN SEVEN (7) WORKING DAYS PRIOR TO THE MECHANICAL TRADES'

CLOSING TENDER DATE. APPROVAL OF REQUESTS SHALL ONLY BE GIVEN BY ADDENDUM.

MAKE REFERENCE TO ELECTRICAL, MECHANICAL, STRUCTURAL AND ARCHITECTURAL DRAWINGS WHEN

SETTING OUT WORK. CONSULT WITH RESPECTIVE DIVISIONS IN SETTING OUT LOCATIONS FOR DUCTWORK,

EQUIPMENT, AND PIPING, SO THAT CONFLICTS ARE AVOIDED AND SYMMETRICAL EVEN SPACING IS

MAINTAINED. JOINTLY WORK OUT ALL CONFLICTS ON SITE BEFORE FABRICATING OR INSTALLING ANY

MATERIALS OR EQUIPMENT.

1.2 CODE COMPLIANCE, PERMITS AND FEES

ALL WORK SHALL COMPLY WITH CURRENT EDITIONS OF THE NATIONAL, PROVINCIAL AND MUNICIPAL CODES,

STANDARDS, ACTS AND BYLAWS AND WILL MEET THE REQUIREMENTS OF THE AUTHORITY HAVING

JURISDICTION.

OBTAIN ALL PERMITS AND PAY ALL FEES APPLICABLE TO THE SCOPE OF WORK. CONTRACTOR SHALL

ARRANGE FOR INSPECTIONS OF THE WORK BY THE AUTHORITIES HAVING JURISDICTION AND SHALL PROVIDE

CERTIFICATES INDICATING FINAL APPROVAL.

1.3 TENDER PRICE BREAKDOWN

SUBMIT A TENDER PRICE BREAKDOWN WITHIN THIRTY (30) DAYS OF TENDER CLOSING AND BEFORE FIRST

PROGRESS CLAIM, IN A FORMAT AGREED TO WITH THE CONSULTANT. AS A MINIMUM INCLUDE EQUIPMENT,

MATERIALS AND LABOUR FOR MECHANICAL, PLUMBING, SHEET METAL, FIRE PROTECTION AND CONTROLS.

1.4 SUBMITTALS

COMPLY WITH DIVISION 1 - SUBMISSION AND CLOSEOUT PROCEDURES AND IN ADDITION THE FOLLOWING:

CONTRACTOR SHALL PROVIDE AND SUBMIT TO THE CONSULTANT ASSURANCE OF PROFESSIONAL DESIGN

AND COMMITMENT FOR FIELD REVIEW SCHEDULE B AND ASSURANCE OF PROFESSIONAL FIELD REVIEW AND

COMPLIANCE SCHEDULE C-B FOR SEISMIC ENGINEERING.

SHOP DRAWINGS: PROVIDE SHOP DRAWINGS FOR ALL EQUIPMENT AS ELECTRONIC FILES (FILE FORMAT: .DWG,

.DXF, PDF, OR COMPARABLE). WHEN MANUFACTURER'S CUT SHEETS APPLY TO A PRODUCT SERIES RATHER

THAN A SPECIFIC PRODUCT, THE DATA SPECIFICALLY APPLICABLE TO THE PROJECT SHALL BE HIGHLIGHTED

OR CLEARLY INDICATED BY OTHER MEANS. EACH SUBMITTED PIECE OF LITERATURE AND DRAWINGS SHALL

CLEARLY REFERENCE THE SPECIFICATION AND/OR DRAWING THAT THE SUBMITTAL IS TO COVER. GENERAL

CATALOGS SHALL NOT BE ACCEPTED AS CUT SHEETS TO FULFILL SUBMITTAL REQUIREMENTS.

CLOSEOUT SUBMITTALS: PROVIDE A MINIMUM OF TWO (2) MECHANICAL OPERATION AND MAINTENANCE

MANUALS AND ONE DIGITAL COPY, PREPARED BY THE TAB CONTRACTOR.

OPERATION AND MAINTENANCE MANUAL APPROVED BY, AND FINAL COPIES DEPOSITED WITH THE

CONSULTANT A MINIMUM OF 7-DAYS BEFORE FINAL INSPECTION.

OPERATION AND MAINTENANCE MANUAL TO INCLUDE BUT NOT LIMITED TO: LAYMAN'S DESCRIPTION OF THE

SYSTEMS AND ASSOCIATED CONTROLS; OPERATIONAL INSTRUCTIONS, SERVICING, MAINTENANCE,

OPERATION AND TROUBLE-SHOOTING INSTRUCTIONS FOR EACH ITEM OF EQUIPMENT; WARRANTIES;

EQUIPMENT MANUFACTURER'S PERFORMANCE DATASHEETS INDICATING POINT OF OPERATION AS LEFT

AFTER COMMISSIONING IS COMPLETE; TESTING, ADJUSTING AND BALANCING REPORTS.

RECORD DRAWINGS: CONSULTANT WILL PROVIDE 1 SET OF WHITE PRINTS AT CONTRACTORS COST TO MARK

CHANGES AS WORK PROGRESSES AND AS CHANGES OCCUR. USE DIFFERENT COLOUR WATERPROOF INK FOR

EACH SERVICE. DO NOT USE PENCIL OR BLACK INK. TRANSFER INFORMATION WEEKLY TO SHOW WORK AS

ACTUALLY INSTALLED. DRAWINGS SHALL BE AVAILABLE ON A WEEKLY BASIS FOR REVIEW BY THE

CONSULTANT.

IDENTIFY EACH DRAWING IN LOWER RIGHT HAND CORNER IN LETTERS AT LEAST 12 MM HIGH AS FOLLOWS: -

"AS BUILT DRAWINGS: THIS DRAWING HAS BEEN REVISED TO SHOW MECHANICAL SYSTEMS AS INSTALLED"

(SIGNATURE OF CONTRACTOR) (DATE).

SUBMIT TO CONSULTANT FOR APPROVAL AND MAKE CORRECTIONS AS DIRECTED.

SUBMIT COMPLETED CAD RECORD DRAWINGS WITH FINAL OPERATING AND MAINTENANCE MANUALS WITHIN

TWO (2) WEEKS OF SUBSTANTIAL COMPLETION. FAILURE TO SUBMIT DRAWINGS WILL RESULT IN THE WORK

BEING UNDERTAKEN BY THE OWNER AND DEDUCTED FROM THE CONTRACTOR'S HOLD BACK AMOUNT. COST

TO TRANSFER RECORD INFORMATION ONTO REPRODUCIBLE MEDIA & AUTO-CAD DISKS ARE THIS

CONTRACTOR'S RESPONSIBILITY. CONSULTANT WILL RELEASE DRAWINGS TO CONTRACTOR AFTER SIGNING

A COPYRIGHT FORM. SHOULD THE CONTRACTOR CHOOSE TO UTILISE THIS CONSULTANT FOR TRANSFERRING

AS BUILT INFORMATION, ALLOW $400 / SHEET FOR ALL DRAWINGS IN THE CONSTRUCTION SET. THIS WILL

COVER COSTS FOR DRAFTING TIME & PRINTING COSTS.

1.5 QUALITY OF WORK

ALL WORK SHALL BE BY QUALIFIED TRADESMEN WITH VALID PROVINCIAL TRADE QUALIFICATION

CERTIFICATES. SPOT CHECKS WILL BE MADE BY THE CONSULTANT. WORK WHICH DOES NOT CONFORM TO

STANDARDS MAY BE REJECTED BY THE CONSULTANT. THE CONTRACTOR SHALL REDO REJECTED WORK TO

THE ACCEPTED STANDARD AT NO COST TO THE OWNER.

1.6 DRAWINGS AND SPECIFICATIONS

SHOULD ANY DISCREPANCY APPEAR BETWEEN DRAWINGS AND SPECIFICATIONS OBTAIN WRITTEN

CLARIFICATION FROM THE CONSULTANT DURING THE TENDER PERIOD. WITHOUT A WRITTEN CLARIFICATION

THE BETTER QUALITY AND/OR GREATER QUANTITY OF WORK OR MATERIALS SHALL BE ESTIMATED,

PERFORMED AND FURNISHED WITHIN THE TENDERED PRICE.

1.7 CUTTING, PATCHING AND CORING

PROVIDE HOLES AND SLEEVES, CUTTING AND FITTING REQUIRED FOR MECHANICAL WORK. RELOCATE

IMPROPERLY LOCATED HOLES AND SLEEVES. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES.

OBTAIN WRITTEN APPROVAL FROM THE STRUCTURAL CONSULTANT BEFORE CUTTING OR BURNING

STRUCTURAL MEMBERS.

1.8 CONNECTIONS TO EXISTING SERVICES

MAINTAIN LIAISON WITH THE OWNER AND PROVIDE A MUTUALLY ACCEPTABLE SCHEDULE TO INTERRUPT,

REROUTE, OR CONNECT TO EXISTING BUILDING SERVICES WITH THE MINIMUM OF INTERRUPTION OF THOSE

SERVICES.

1.9 SELECTIVE DEMOLITION

REMOVE FROM SITE ALL EQUIPMENT, DUCTING OR PIPING WHICH IS NO LONGER REQUIRED BECAUSE OF

WORK UNDER THIS CONTRACT. EXCEPT AS OTHERWISE STATED, SALVAGEABLE MATERIALS FROM AREA OF

DEMOLITION SHALL BECOME THE PROPERTY OF THE OWNER AT HIS DISCRETION.

THE INTENT IS FOR A HAZ-MAT CONTRACTOR TO REMOVE ALL ASBESTOS CONTAINING MATERIAL PRIOR TO

THE PROPOSED PROJECT WORK TAKING PLACE. NOTIFY THE CONSULTANT IF ASBESTOS CONTAINING

MATERIAL IS SUSPECTED TO REMAIN ON SITE.

1.10 EQUIPMENT AND MATERIALS

WHERE TWO OR MORE PRODUCTS OF THE SAME TYPE ARE REQUIRED, PRODUCTS SHALL BE OF THE SAME

MANUFACTURER.

NOTIFY THE CONSULTANT IN WRITING TEN (10) DAYS PRIOR TO THE TENDER CLOSE, ANY MATERIALS OR

EQUIPMENT SPECIFIED WHICH IS NOT CURRENTLY AVAILABLE OR WILL NOT BE AVAILABLE FOR USE AS CALLED

FOR HEREIN. FAILING THIS, THE CONTRACT WILL ASSUME THAT THE MOST EXPENSIVE ALTERNATE HAS BEEN

INCLUDED IN THE TENDER PRICE.

ALL EQUIPMENT INSTALLED ON THIS PROJECT SHALL COMPLY WITH THE NATIONAL ENERGY CODE OF CANADA

FOR BUILDINGS - 2011, ASHRAE STANDARD 90.1 - 2010

1.11 DELIVERY, STORAGE AND HANDLING

STORE MATERIALS AND EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS IN A

CLEAN, DRY, WELL-VENTILATED AREA.

REPLACE DEFECTIVE OR DAMAGED MATERIALS WITH NEW.

1.12 FIRESTOPPING AND SMOKE SEALS

PROVIDE FIRESTOPPING SYSTEM(S) TO PROVIDE AND MAINTAIN A FIRE RESISTANCE RATING, AS INDICATED ON

DRAWINGS AND IN ACCORDANCE WITH UL, WH, ULC, CUL OR FM DESIGN DETAILS FOR ALL MECHANICAL WORK

IN DIVISIONS 21, 22, 23 AND 25

FOR RENOVATION PROJECTS, IN ADDITION TO THE NECESSARY NEW PENETRATIONS, PROVIDE THE

FIRESTOPPING FOR ALL EXISTING MECHANICAL ASSEMBLIES WHERE FIRESTOPPING IS DAMAGED,

DISCONTINUED OR ABSENT WITHIN THE CONSTRUCTION AREA.

ALL FIRESTOP SYSTEM INSTALLATIONS MUST MEET THE REQUIREMENTS OF CAN4-S115-M OR ULC S-115-M

TESTED ASSEMBLIES THAT PROVIDE A FIRE RATING

1.13 ACCESS DOORS

PROVIDE ACCESS DOORS FOR MAINTENANCE OR ADJUSTMENT OF ALL PARTS OF THE MECHANICAL SYSTEM.

PROVIDE 300 MM X 300 MM MINIMUM SIZE FOR INSPECTION AND HAND ACCESS.

600 MM X 600 MM MINIMUM SIZE, LARGER IF INDICATED ON DRAWINGS, WHERE ENTRY IS REQUIRED AND

ACCESS IS DIFFICULT.

1.14 ESCUTCHEONS AND PLATES

PROVIDE ESCUTCHEONS AND PLATES ON ALL PIPING AND DUCTWORK PASSING THROUGH FINISHED WALLS,

FLOORS, AND CEILINGS.

1.15 GUARANTEE / WARRANTY

FURNISH A WRITTEN GUARANTEE STATING THAT ALL WORK EXECUTED IN THIS CONTRACT WILL BE FREE FROM

DEFECTIVE WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF SUBSTANTIAL

PERFORMANCE.

1.16 BALANCING

THE APPROVED BALANCING AGENCIES ARE: WESTERN MECHANICAL; K.D. ENGINEERING, FLOTECH

MECHANICAL, BLUE COLLAR GROUP.

BALANCE TERMINAL BOXES, EXHAUST FANS AND AIR OUTLETS TO AIR QUANTITIES INDICATED ON THE

DRAWINGS AND IN THIS SPECIFICATION. WHERE OUTLET QUANTITIES ARE NOT INDICATED, DIVIDE BOX

CAPACITY EQUALLY AMONG ALL OUTLETS.

SUBMIT TWO (2) COPIES OF THE REPORT TO THE CONSULTANT WITHIN TWO (2) WEEKS AFTER SUBSTANTIAL

COMPLETION. FAILURE TO SUBMIT THE REPORT WITHIN THE SPECIFIED TIME WILL RESULT IN THE WORK

BEING DONE BY THE OWNER AND THE COSTS DEDUCTED FROM FINAL PAYMENT.

BALANCING SHALL BE PERFORMED TO THE FOLLOWING:

AIR-TERMINAL OUTLETS ±10%

AIR-CENTRAL EQUIPMENT ± 5%

CENTRAL EQUIPMENT ± 5%

PROVIDE A DROP TEST OF ALL FIRE DAMPERS AND A LETTER/CERTIFICATE CONFIRMING THIS WORK.

COOPERATE WITH THE BALANCING AGENCY AND MAKE ANY CORRECTIONS AS REQUIRED BY BALANCING

AGENCY.

PROVIDE BALANCING VALVES AND DAMPERS, PULLEYS, SHEAVES ETC. AS REQUESTED BY THE BALANCING

AGENCY AND/OR NECESSARY TO PROPERLY ADJUST OR CORRECT THE SYSTEMS TO DESIGN FLOWS,

WITHOUT ADDITIONAL COST TO OWNER.

1.17 FLASHING AND ROOF CURBS

PROVIDE CURBS, FLASH AND COUNTER FLASH AS REQUIRED WHERE MECHANICAL EQUIPMENT PASSES

THROUGH WEATHER OR WATERPROOFED WALLS, FLOORS AND ROOFS.

PROVIDE FACTORY ROOF CURBS FOR ALL ROOF MOUNTED EQUIPMENT UNLESS NOTED OTHERWISE.

1.18 SEISMIC CONTROL

PROVIDE SEISMIC RESTRAINTS FOR ALL REQUIRED EQUIPMENT, PIPING, AND DUCTWORK IN ACCORDANCE

WITH THE LATEST EDITION OF THE SEISMIC RESTRAINTS MANUAL FOR MECHANICAL SYSTEMS PRODUCED BY

SMACNA, AND THE LATEST EDITION OF THE ASHRAE APPLICATION HANDBOOK CHAPTER 49, SEISMIC

RESTRAINTS.

THE CONTRACTOR SHALL RETAIN THE SERVICES OF A QUALIFIED PROFESSIONAL SEISMIC ENGINEER (SEISMIC

ENGINEER) REGISTERED IN THE PROVINCE OF [ALBERTA] [BRITISH COLUMBIA]. THE SEISMIC ENGINEER SHALL

DESIGN AND REVIEW THE INSTALLATION OF ALL SEISMIC RESTRAINTS AS WELL AS MECHANICAL EQUIPMENT

AND MECHANICAL SYSTEM SUPPORTS. THE RESTRAINTS AND SUPPORTS SHALL BE SPECIFICALLY DESIGNED

TO FASTEN TO THE STRUCTURE INDICATED IN THE CONTRACT DOCUMENTS AND INSTALLED IN THE FIELD.

THE COMPLETE DESIGN FOR THESE SYSTEMS SHALL COMPLY WITH ALL APPLICABLE BUILDING CODE

REQUIREMENTS.

SEISMIC ENGINEER SHALL PROVIDE AND SUBMIT TO THE OWNER'S CONSULTANT ASSURANCE OF

PROFESSIONAL DESIGN AND COMMITMENT FOR FIELD REVIEW SCHEDULE B AND ASSURANCE OF

PROFESSIONAL FIELD REVIEW AND COMPLIANCE SCHEDULE C-B FOR SEISMIC ENGINEERING.

1.19 VIBRATION ISOLATION

PROVIDE NEOPRENE ISOLATORS FOR DEFLECTIONS 6MM (1/4”) AND UNDER.

PROVIDE EITHER NEOPRENE OR STEEL SPRING ISOLATORS FOR DEFLECTIONS BETWEEN 6MM AND 12MM (½”).

PROVIDE STEEL SPRING ISOLATORS FOR DEFLECTIONS OF 12MM (½”) AND OVER.

PROVIDE ADJUSTABLE LIMIT STOPS FOR SPRING ISOLATION MOUNTS ON EQUIPMENT WITH OPERATING

WEIGHTS SUBSTANTIALLY DIFFERENT FROM THE INSTALLED WEIGHTS

ALL SPRING ISOLATORS SHALL BE “OPEN SPRING” UNLESS OTHERWISE STATED. SEISMICALLY RATED HOUSED

SPRING ISOLATORS MAY BE USED IN LIEU PROVIDED THAT THEY MEET THIS PROJECT'S REQUIREMENTS FOR

SEISMIC RESTRAINT.

SELECT ISOLATORS IN ACCORDANCE WITH EQUIPMENT WEIGHT DISTRIBUTION TO ALLOW FOR AN AVERAGE

DEFLECTION MEETING OR EXCEEDING THE SPECIFIED DEFLECTION REQUIREMENTS AND SO THAT NO

ISOLATOR HAS A DEFLECTION LESS THAN 80% OF THE STATIC DEFLECTION SPECIFIED. A MINIMUM OF 4

ISOLATORS ARE REQUIRED FOR EACH PIECE OF EQUIPMENT, UNLESS SPECIFIED OTHERWISE.

1.20 SUBSTANTIAL AND TOTAL PERFORMANCE

PRIOR TO REQUESTING AN INSPECTION FOR SUBSTANTIAL PERFORMANCE, PROVIDE A COMPLETE LIST OF

ITEMS, WHICH ARE DEFICIENT.

A CERTIFICATE OF SUBSTANTIAL PERFORMANCE WILL NOT BE GRANTED UNLESS THE FOLLOWING ITEMS ARE

COMPLETED AND AVAILABLE TO THE OWNER'S CONSULTANT:

FINAL PLUMBING INSPECTION CERTIFICATE FROM THE AUTHORITY HAVING JURISDICTION.

FINAL GAS INSPECTION CERTIFICATE FROM THE AUTHORITY HAVING JURISDICTION.

SCHEDULE C-B FOR FIRE SUPPRESSION AND FIRE SPRINKLER MATERIALS AND TEST CERTIFICATE.

SCHEDULE C-B FOR SEISMIC ENGINEERING.

FIRE STOPPING AND FIRE DAMPER TEST LETTER

DRAFT OPERATING/MAINTENANCE MANUALS HAVE BEEN SUBMITTED FOR REVIEW.

ALL MECHANICAL SYSTEMS HAVE BEEN COMMISSIONED AND ARE CAPABLE OF OPERATION WITH ALARM

CONTROLS FUNCTIONAL AND AUTOMATIC CONTROLS IN OPERATION.

AIR SYSTEMS HAVE BEEN BALANCED WITH DRAFT REPORT SUBMITTED TO THE CONSULTANT.

OPERATING AND MAINTENANCE DEMONSTRATIONS HAVE BEEN PROVIDED TO THE OWNER.

RECORD DRAWINGS HAVE BEEN SUBMITTED.

ALL PREVIOUSLY IDENTIFIED DEFICIENCIES HAVE BEEN CORRECTED AND ACCEPTED.

PRIOR TO A TOTAL PERFORMANCE INSPECTION PROVIDE DECLARATION IN WRITING THAT SUBSTANTIAL

PERFORMANCE DEFICIENCIES HAVE BEEN CORRECTED AND FINAL TAB REPORTS AND O&M MANUALS HAVE

BEEN SUBMITTED.

THE CONSULTANT SHALL PROVIDE ONE (1) VISITATION FOR THE PURPOSE OF TOTAL PERFORMANCE

INSPECTION. SUBSEQUENT VISITATIONS IF REQUIRED SHALL BE AT THE EXPENSE OF THE CONTRACTOR.

1.21 MATERIALS AND EQUIPMENT

APPROVED EQUIVALENTS AND/OR ALTERNATIVES TO SPECIFIED PRODUCTS SHALL BE EQUAL TO THE

SPECIFIED PRODUCT IN EVERY RESPECT, OPERATE AS INTENDED, AND MEET THE SPACE, CAPACITY, AND

NOISE REQUIREMENTS OUTLINED. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY ADDITIONAL

LABOUR AND MATERIALS REQUIRED BY ANY TRADES OR OTHER CONTRACTORS TO ACCOMMODATE THE USE

OF OTHER THAN SPECIFIED MATERIALS OR EQUIPMENT. THE CONTRACTOR SHALL BEAR ANY AND ALL COSTS

FOR DESIGN/SYSTEM MODIFICATIONS TO ACCOMMODATE THE “ALTERNATE” EQUIPMENT. EXTRAS WILL NOT BE

APPROVED TO COVER SUCH WORK.

2. PRODUCTS

2.1 ACCEPTABLE MANUFACTURERS

LISTED MANUFACTURERS ARE ACCEPTABLE FOR THEIR ABILITY TO MEET THE GENERAL DESIGN INTENT,

QUALITY AND PERFORMANCE CHARACTERISTICS OF THE SPECIFIED PRODUCT. THE LIST DOES NOT ENDORSE

THE ACCEPTABILITY OF ALL PRODUCTS AVAILABLE FROM THE LISTED MANUFACTURERS/SUPPLIERS.

IT REMAINS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THE PRODUCTS SUPPLIED ARE EQUAL TO

THE SPECIFIED PRODUCTS IN EVERY RESPECT, OPERATE AS INTENDED, AND MEET THE PERFORMANCE

SPECIFICATIONS AND PHYSICAL DIMENSIONS OF THE SPECIFIED PRODUCT.

THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY ADDITIONAL WORK OR MATERIALS, TO

ACCOMMODATE THE USE OF EQUIPMENT FROM THE ACCEPTABLE MANUFACTURERS AND SUPPLIERS LISTED.


USE THE SAME MANUFACTURER THROUGHOUT THE PROJECT AND COMPATIBLE MATERIALS FOR

RESTORATION WORK.

PROVIDE FILL MATERIAL COMPONENTS FOR EACH FIRESTOPPING SYSTEM AS NEEDED. USE ONLY

COMPONENTS SPECIFIED BY THE FIRESTOPPING MANUFACTURER FOR THE DESIGNATED

FIRE-RESISTANCE-RATED SYSTEMS.

ACCEPTABLE MANUFACTURERS: 3M, HILTI, AD FIREBARRIER, TREMCO

2.3 PIPE HANGERS AND SUPPORTS

PROVIDE HANGERS AND SUPPORTS TO SECURE EQUIPMENT IN PLACE, PREVENT VIBRATION, PROTECT

AGAINST DAMAGE FROM EARTHQUAKE, MAINTAIN GRADE, PROVIDE FOR EXPANSION AND CONTRACTION, AND

ACCOMMODATE INSULATION.

2.4 ACCESS DOORS

DRYWALL SURFACE: EXTRUDED ALUMINUM FRAME WITH GYPSUM BOARD INLAY AND STRUCTURAL CORNER

ELEMENTS. HINGE TO BE CONCEALED 2-POINT HINGE, NON-CORRODING WITH SCREWDRIVER OPERATED CAM

LATCH.

TILE SURFACE: UNIVERSAL DESIGN, STAINLESS STEEL DOOR (16GA) AND STAINLESS STEEL FRAME (18GA),

DOOR FLUSH TO FRAME, ROUNDED SAFETY CORNERS, CONTINUOUS CONCEALED HINGE, SCREWDRIVER

OPERATED CAM LATCH, #4 SATIN STAINLESS STEEL FINISH.

PLASTER WALLS AND CEILING: STEEL DOOR (14GA) AND STEEL FRAME (14GA), DOOR FLUSH TO FRAME EDGE,

EXPANSION CASING BEAD AND 75 MM WIDE GALVANIZED LATH SURROUND RECESSED 18 MM TO RECEIVE

PLASTER, CONTINUOUS CONCEALED HINGE, SCREWDRIVER OPERATED CAM LATCH, PRIME COAT GREY

PAINTED FINISH.

FIRE RATED WALLS NON-COMBUSTIBLE CONSTRUCTION: UNINSULATED STEEL DOOR (16GA) AND STEEL FRAME

(16GA), DOOR FLUSH TO FRAME EDGE, 25MM MOUNTING FRAME WITH MASONRY ANCHOR STRAPS,

CONCEALED SELF-CLOSING HINGE, FLUSH KEY LATCH, PRIME COAT GREY PAINTED FINISH, ULC RATED 2 HOUR

'B' LABEL.

FIRE RATED WALLS COMBUSTIBLE CONSTRUCTION: INSULATED STEEL DOOR (20GA) FOR MAXIMUM 250°C RISE

AFTER 30 MINUTES AND STEEL FRAME (16GA), DOOR FLUSH TO FRAME EDGE, 25MM MOUNTING FRAME WITH

MASONRY ANCHOR STRAPS, CONCEALED SELF-CLOSING HINGE, FLUSH KEY LATCH, PRIME COAT GREY

PAINTED FINISH, ULC RATED 1-1/2 HOUR 'B' LABEL.

FIRE RATED CEILINGS: 50MM INSULATED STEEL DOOR (16GA) AND STEEL FRAME (16GA), DOOR FLUSH TO

FRAME EDGE, 25MM MOUNTING FRAME WITH MASONRY ANCHOR STRAPS, CONCEALED UPSWING

SELF-CLOSING HINGE, L HANDLE LATCH, WHITE BAKED ENAMEL FINISH, SIZE 600MM X 600MM (24” X 24”) ULC

RATED 2 HOUR 'B' LABEL.

DUCTWORK: ULTRA LOW LEAKAGE TYPE, FLAT OVAL DESIGN, GALVANIZED STEEL FRAME (22GA), DOUBLE SKIN

GALVANIZED STEEL DOOR (22 GA) WITH 25MM INSULATION FULLY ENCLOSED IN PANEL, BULB TYPE SEAL

INTEGRALLY FASTENED TO DOOR, LEVER CAM LOCKS. PROVIDE STAINLESS STEEL IN LIEU OF GALVANIZED

STEEL IN STAINLESS STEEL DUCTWORK.

ACCEPTABLE MANUFACTURERS: MAXAM, ACUDOR, MILCOR, CAN.AQUA, MIFAB, BILCO, BAUCOPLUS

2.5 IDENTIFICATION

IDENTIFY PIPING WITH LABELS AND FLOW ARROWS. PROVIDE IDENTIFICATION AT 15M (50FT) MAXIMUM

INTERVALS, BEFORE AND AFTER PIPES PASSING THROUGH WALLS, AT ALL SIDES OF TEES, BEHIND ACCESS

DOORS. USE BRADY B-500 VINYL CLOTH LABELS FOR NON INSULATED PIPES AND B-350 FOR INSULATED PIPES.

PROVIDE 20MM (3/4”) DIAMETER BRASS TAGS, SECURE TO VALVE STEMS WITH KEY CHAIN. PROVIDE A VALVE

DIRECTORY AT ALL MECHANICAL ROOMS, IN THE O&M MANUALS AND A DIGITAL COPY CROSS REFERENCED

WITH ANY ASSOCIATED CONTROLS NOMENCLATURE.

EACH PIECE OF EQUIPMENT SHALL BE IDENTIFIED WITH ITS EQUIPMENT SCHEDULE IDENTIFICATION, E.G.

SUPPLY FAN SF-1, COOLING COIL CC-1, PUMP P-1 WITH LAMACOID PLATES HAVING 6MM (1/4”) MINIMUM LETTER

SIZE.

ACCEPTABLE MANUFACTURERS: BRADY


NEOPRENE WASHER/BUSHING: A ONE PIECE MOLDED BRIDGE BEARING NEOPRENE WASHER/BUSHING. THE

BUSHING SHALL SURROUND THE ANCHOR BOLT AND HAVE A FLAT WASHER FACE TO AVOID METAL TO METAL

CONTACT. USE WASHER/BUSHING ONLY ON LIGHT-WEIGHT EQUIPMENT.

ACCEPTABLE MANUFACTURER: MASON HG HEMI GROMMET OR EQUAL

NEOPRENE PAD ISOLATORS: NEOPRENE OR NEOPRENE / STEEL / NEOPRENE PAD ISOLATORS. MINIMUM

STATIC DEFLECTION 2.5 MM (0.1") OR GREATER.

ACCEPTABLE MANUFACTURER: MASON WMSW OR EQUAL

RUBBER FLOOR MOUNTS: BRIDGE BEARING NEOPRENE MOUNTINGS. MINIMUM STATIC DEFLECTION OF 5MM

(0.2") OR GREATER AND ALL DIRECTIONAL SEISMIC CAPABILITY.

ACCEPTABLE MANUFACTURER: MASON RAA OR ND OR EQUAL

SPRING FLOOR MOUNTS: SPRING ISOLATORS BUILT INTO A DUCTILE IRON OR STEEL HOUSING TO PROVIDE ALL

DIRECTIONAL SEISMIC SNUBBING. THE SNUBBER SHALL BE ADJUSTABLE VERTICALLY AND ALLOW A MAXIMUM

OF 6MM (1/4") TRAVEL IN ALL DIRECTIONS BEFORE CONTACTING THE RESILIENT SNUBBING COLLARS. MOLDED

NEOPRENE CUP OR 1/4" (6MM) NEOPRENE ACOUSTICAL FRICTION PAD BETWEEN THE BASEPLATE AND THE

SUPPORT. SPRING DIAMETERS SHALL BE NO LESS THAN 0.8 OF THE COMPRESSED HEIGHT OF THE SPRING AT

RATED LOAD. SPRINGS SHALL HAVE A MINIMUM ADDITIONAL TRAVEL TO SOLID EQUAL TO 50% OF THE RATED

DEFLECTION.

ACCEPTABLE MANUFACTURER: MASON SSLFH OR EQUAL

SPRING HANGERS: HANGERS SHALL CONSIST OF RIGID STEEL FRAMES CONTAINING MINIMUM 32MM (1 1/4")

THICK NEOPRENE ELEMENTS AT THE TOP AND A STEEL SPRING SEATED IN A STEEL WASHER REINFORCED

NEOPRENE CUP ON THE BOTTOM. PROVIDE A COMBINATION RUBBER AND STEEL REBOUND WASHER AS THE

SEISMIC UPSTOP FOR SUSPENDED PIPING, DUCTWORK AND EQUIPMENT. RUBBER THICKNESS SHALL BE A

MINIMUM OF 6MM (1/4"). COLOUR CODED SPRINGS, RUST RESISTANT, PAINTED BOX TYPE HANGERS. TO

MAINTAIN STABILITY THE BOXES SHALL NOT BE ARTICULATED AS CLEVIS HANGERS NOR THE NEOPRENE

ELEMENT STACKED ON TOP OF THE SPRING.

ACCEPTABLE MANUFACTURER: MASON HD, HS OR EQUAL

ALTERNATE VIBRATION ISOLATION ACCEPTABLE MANUFACTURERS, KORFUND, VIBRO-ACOUSTICS

3. EXECUTION

3.1 PAINTING REPAIRS AND RESTORATION

DO PAINTING IN ACCORDANCE WITH DIVISION 09 - INTERIOR PAINTING. PRIME AND TOUCH UP MARRED

FINISHED PAINTWORK TO MATCH ORIGINAL. RESTORE TO NEW CONDITION, FINISHES WHICH HAVE BEEN

DAMAGED.

CLEAN EXPOSED BARE METAL SURFACES SUPPLIED UNDER DIVISIONS 21, 22, 23 AND 25. APPLY AT LEAST ONE

COAT OF CORROSION RESISTANT PRIMER PAINT TO ALL SUPPORTS AND EQUIPMENT FABRICATED FROM

FERROUS METAL.

3.2 DEMONSTRATION

SUPPLY TOOLS, EQUIPMENT, PERSONNEL TO DEMONSTRATE AND INSTRUCT THE OPERATING, AND

MAINTENANCE PERSONNEL IN OPERATING, CONTROLLING, ADJUSTING, TROUBLE-SHOOTING, AND SERVICING

OF ALL SYSTEMS AND EQUIPMENT DURING REGULAR WORK HOURS, PRIOR TO ACCEPTANCE.


THE OWNER'S CONSULTANT SHALL CONDUCT MANDATORY DESTRUCTIVE REVIEWS FOR EACH TYPE OF

INSTALLATION. DESTRUCTIVE TESTING SHALL BE AT THE DISCRETION OF THE OWNER'S CONSULTANT AND

AUTHORITY HAVING JURISDICTION

ALLOW FOR DESTRUCTIVE TESTING OF 5% OF FIRE STOPPING APPLICATIONS. SHOULD INSTALLATIONS NOT

CONFORM TO MANUFACTURER'S LISTED ASSEMBLY, AN ADDITIONAL 25% OF INSTALLATIONS MAY BE

DESTRUCTIVELY TESTED AND SHOULD THERE BE MORE FAILURES, THE CONTRACTOR WILL BE RESPONSIBLE

TO REMOVE ALL FIRE STOPPING PRODUCTS AND REINSTALL PRODUCTS CORRECTLY, AT NO ADDITIONAL COST

TO THE PROJECT..

TAG ALL PENETRATIONS AND EVERY 3 METERS OF JOINT SEAL WITH PRINTED TAGS. TAGS SHALL INDICATE

PRODUCT, SYSTEM #, DATE INSTALLED, INSTALLED BY: (NAME AND PHONE NUMBER OF SUBCONTRACTOR)

AND RE-PENETRATED BY & DATE.

TAGS SHALL STATE: CAUTION! FIRESTOP - DO NOT REMOVE, PUNCTURE OR DISCONTINUE UNLESS PREPARED

TO RE-SEAL IMMEDIATELY WITH SPECIFIED PRODUCT

COMPLY WITH MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION OF THROUGH-PENETRATION JOINT

MATERIALS. WHERE POSSIBLE, USE METAL SLEEVES FOR FLOOR PENETRATIONS TO PREVENT/MITIGATE THE

CONSEQUENCES OF LEAKAGE OR FLOODING.

PERFORM UNDER THIS SECTION PATCHING AND REPAIRING OF FIRESTOP CAUSED BY CUTTING OR

PENETRATING OF EXISTING FIRESTOP SYSTEMS ALREADY INSTALLED BY OTHER TRADES.

3.4 PIPE HANGERS AND SUPPORTS

PIPE SUPPORT SPACING AND HANGER ROD DIAMETER SHALL BE:

PIPE SIZE: NPS 1/2 ROD DIAMETER 9MM (3/8”), SPACING 1.8M (6')

PIPE SIZE: NPS 3/4 TO 1½ ROD DIAMETER 9MM (3/8”), SPACING 2.4M (8')

3.5 ACCESS DOORS

PROVIDE ALL ACCESS DOORS REQUIRED TO ACCESS WORK INSTALLED BY DIVISIONS 21, 22, 23 AND 25. BE

RESPONSIBLE FOR COORDINATING LOCATIONS, CUTTING OPENING AND INSTALLING PANELS. ANY

SECONDARY SUPPORTS, BLOCKING ETC. WILL BE BY THE CEILING OR WALL CONTRACTOR. ENSURE THAT

EQUIPMENT IS WITHIN VIEW AND ACCESSIBLE FOR OPERATING, INSPECTING, ADJUSTING, SERVICING WITHOUT

USING SPECIAL TOOLS.


NEOPRENE WASHER/BUSHING: ISOLATE VARIABLE FREQUENCY DRIVE CONTROLLER USING NEOPRENE

WASHER/BUSHING ISOLATORS OR SOFT GROMMETS SUCH THAT STRUCTURE BORNE NOISE TRANSMISSION TO

OCCUPIED SPACE IS LESS THAN AIRBORNE NOISE TRANSMISSION.

RUBBER FLOOR MOUNTS: MOUNT IN-LINE PUMPS ON TWO (2) RUBBER FLOOR MOUNT ISOLATORS UNDER EACH

SUPPORT FOOT. FOR EQUIPMENT MOUNTED ON A SLAB ON GRADE MOUNT ON RUBBER FLOOR MOUNT

ISOLATORS UNLESS OTHERWISE SPECIFIED. PROVIDE PROTECTION OF THE RUBBER ELEMENT FROM

CONTACT WITH OIL IN THE MECHANICAL ROOM.

SPRING FLOOR MOUNTS: ISOLATE ALL FLOOR OR PIER MOUNTED EQUIPMENT ON SPRING FLOOR MOUNT

ISOLATORS, UNLESS OTHERWISE SPECIFIED.

SPRING HANGERS: LOCATE ISOLATION HANGERS AS NEAR TO THE OVERHEAD SUPPORT STRUCTURE AS

POSSIBLE. INSTALLATION SHALL PERMIT HANGER BOX OR ROD TO MOVE THROUGH A 30 DEGREES ARC

WITHOUT METAL TO METAL CONTACT. ALL DISCHARGE DUCTWORK RUNS FOR A DISTANCE OF 15M (50') FROM

THE CONNECTED EQUIPMENT SHALL BE ISOLATED FROM THE BUILDING STRUCTURE BY MEANS OF SPRING

HANGERS. SPRING DEFLECTION SHALL BE A MINIMUM OF 19MM (0.75").

DIVISION 23 HVAC

1. GENERAL

1.1 GRILLES, LOUVRES AND DIFFUSERS

AIRFLOW TESTS AND SOUND LEVEL MEASUREMENT SHALL BE MADE IN ACCORDANCE WITH APPLICABLE ADC

EQUIPMENT TEST CODES, ASHRAE STANDARDS AND AMCA STANDARDS.

MANUFACTURER SHALL CERTIFY CATALOGUED PERFORMANCE AND ENSURE CORRECT APPLICATION OF AIR

OUTLET TYPES.

OUTSIDE LOUVERS SHALL BEAR AMCA SEAL FOR FREE AREA AND WATER PENETRATION.

PROJECT CONDITIONS: REVIEW REQUIREMENTS OF OUTLETS AS TO SIZE, FINISH AND TYPE OF MOUNTING

PRIOR TO SUBMITTING SHOP DRAWINGS AND SCHEDULES OF OUTLETS. POSITIONS INDICATED ARE

APPROXIMATE ONLY. CHECK LOCATIONS OF OUTLETS AND MAKE NECESSARY ADJUSTMENTS IN POSITION TO

CONFORM WITH ARCHITECTURAL FEATURES, SYMMETRY, AND LIGHTING ARRANGEMENT.

2. PRODUCTS

2.1 DUCTWORK AND ACCESSORIES

PROVIDE DUCTWORK CONSTRUCTED, REINFORCED, SEALED, AND INSTALLED TO WITHSTAND 1-½ TIMES THE

WORKING STATIC PRESSURE.

PROVIDE LOW PRESSURE DUCTWORK 500 PA (2” W.G.) FOR SUPPLY DUCTWORK AND PLENUMS ON SYSTEMS

WITHOUT TERMINAL MIXING BOXES OR AIR VALVES, SUPPLY DUCTWORK DOWNSTREAM FROM TERMINAL

MIXING BOXES OR AIR VALVES, OUTDOOR AIR DUCTWORK AND PLENUMS, RETURN AIR DUCTWORK AND

PLENUMS, EXHAUST AND RELIEF AIR DUCTWORK AND PLENUMS, UNLESS NOTED OTHERWISE.

LOW PRESSURE INSULATED FLEXIBLE DUCTWORK SHALL BE EQUAL TO THERMAFLEX TYPE M-KC.

PROVIDE MEDIUM PRESSURE DUCTWORK TO 1000 PA (4”W.G.) FOR SUPPLY AIR DUCTWORK DOWNSTREAM

FROM SUPPLY AIR HANDLING UNITS DISCHARGE, TO TERMINAL MIXING BOXES OR AIR VALVES, EXHAUST AND

RETURN AIR DUCTWORK DOWNSTREAM OF RETURN/EXHAUST AIR VALVES TO THE RETURN/EXHAUST FANS

AND DISCHARGE DUCTWORK FROM THE RETURN/EXHAUST FANS TO THE AIR HANDLING UNITS AND/OR RELIEF

OPENING.

2.2 DUCT SEALING

DUCT SEALING LOW PRESSURE DUCTWORK 500 PA (2” W.G.) AND UNDER SHALL BE SMACNA SEAL CLASS A.

SEAL ALL SUPPLY, RETURN AND EXHAUST DUCT JOINTS, LONGITUDINAL AS WELL AS TRANSVERSE JOINTS AS

FOLLOWS:

SLIP JOINTS: APPLY HEAVY BRUSH-ON HIGH PRESSURE DUCT SEALANT. APPLY SECOND APPLICATION AFTER

THE FIRST APPLICATION HAS COMPLETELY DRIED OUT. WHERE METAL CLEARANCE EXCEEDS 1.5 MM (1/16")

USE HEAVY MASTIC TYPE SEALANT.

FLANGED JOINTS: SOFT ELASTOMER BUTYL OR EXTRUDED FORM OF SEALANT BETWEEN FLANGES FOLLOWED

BY AN APPLICATION OF HEAVY BRUSH-ON HIGH PRESSURE DUCT SEALANT.

OTHER JOINTS: HEAVY MASTIC TYPE SEALANT.

DUCT SEALING MEDIUM PRESSURE DUCTWORK TO 1000 PA (4”W.G.) SHALL BE THE SAME AS 500 PA DUCTWORK

EXCEPT PROVIDE A COMBINATION OF WOVEN FABRICS AND SEALING COMPOUND FOLLOWED BY AN

APPLICATION OF HIGH PRESSURE DUCT SEALANT.

DUCT TAPES AS A SEALING METHOD ARE NOT PERMITTED, EXCEPT ON RESIDENTIAL DUCTWORK - MINIMUM 2

WRAPS OF 2” WIDE (50MM) FOIL DUCT TAPE IS ACCEPTABLE.

DO NOT INSULATE ANY SECTION OF THE DUCTWORK UNTIL IT HAS BEEN INSPECTED AND APPROVED OF DUCT

SEALANT APPLICATION, BY THE CONSULTANT.

2.3 DUCT HANGERS AND SUPPORTS

HANGERS AND SUPPORTS TO SMACNA STANDARDS.

STRAP HANGERS: OF SAME MATERIAL AS DUCT BUT NEXT SHEET METAL THICKNESS HEAVIER THAN DUCT.

MAXIMUM SIZE DUCT SUPPORTED BY STRAP HANGER: 500 MM.

HANGERS: GALVANIZED STEEL ANGLE WITH GALVANIZED STEEL RODS TO SMACNA.

TOGGLE HANGERS AND/OR STRAP HANGERS SHALL NOT BE USED.

POWER ACTUATED FASTENERS AND “DROP-IN” ANCHORS SHALL NOT BE USED.

2.4 PIPING

REFRIGERANT PIPING SHALL BE ACR COPPER.

PIPE CONNECTIONS UNLESS NOTED OTHERWISE SHALL BE: NPS 1½ AND LESS: SCREWED JOINT STEEL PIPING,

NPS 2: SCREWED JOINT FOR LIQUID SYSTEMS, WELD JOINT FOR AIR OR GAS SYSTEMS, NPS 2½ AND LARGER:

WELD OR FLANGED PIPING INCLUDING BRANCH CONNECTIONS.

USE DIELECTRIC TYPE COUPLINGS WHEN JOINING DISSIMILAR METAL PIPES.

2.5 VALVES

WHEREVER POSSIBLE ALL VALVES SHALL BE OF ONE MANUFACTURER.

GROOVED VALVES SHALL BE OF THE SAME MANUFACTURER AS THE ADJOINING COUPLINGS.

PROVIDE VALVES WITH MANUFACTURER'S NAME AND PRESSURE RATING CLEARLY MARKED ON OUTSIDE OF

BODY. ALL VALVES MUST BE SUITABLE IN ALL RESPECTS FOR SERVICE USED.

ALL VALVES SHALL HAVE A PROVINCIAL CRN NUMBER WHICH IS CURRENT.

2.6 DUCT INSULATION

EXPOSED RECTANGULAR DUCTS: EXTERNAL RIGID INSULATION, SERVICE TEMPERATURE 5°C TO 232°C (41°F

TO 450°F), MINERAL FIBER BOARD FOR LOW AND MEDIUM TEMPERATURE APPLICATIONS, ALL SERVICE

ALUMINUM FOIL-SCRIM KRAFT (FSK) VAPOUR BARRIER JACKET WITH GLASS FIBRE REINFORCEMENT, FACTORY

APPLIED. DENSITY 36KG/M3 (2.25 PCF), MINIMUM RSI 0.76/25MM (R 4.3/IN)

ROUND DUCTS AND CONCEALED RECTANGULAR DUCTS: EXTERNAL FLEXIBLE INSULATION, SERVICE

TEMPERATURE 5°C TO 232°C (41°F TO 450°F), GLASS FIBER OR MINERAL FIBER FLEXIBLE BLANKET FOR LOW

AND MEDIUM TEMPERATURE APPLICATIONS, ALL SERVICE ALUMINUM FOIL-SCRIM KRAFT (FSK) VAPOUR

BARRIER JACKET WITH GLASS FIBRE REINFORCEMENT, FACTORY APPLIED. DENSITY 12KG/M3 (0.75PCF),

MINIMUM RSI 0.49/25MM (R 2.8/IN) (INSTALLED)

ACOUSTIC LINING DUCTS: INTERNAL FLEXIBLE DUCT LINER, FLEXIBLE MINERAL FIBER BLANKET, FOR LOW AND

MEDIUM TEMPERATURE ACOUSTICAL APPLICATIONS, AIRSTREAM SURFACE FACED WITH A BLACK MAT

BONDED TO THE FIBREGLASS SUBSTRATE, AIR VELOCITY RATING 25.4 M/S (5,000 FT/MIN). DENSITY 24KG/M3

(1.5 PCF), MINIMUM RSI 0.74/25MM (R 4.2/IN)

ACOUSTIC LINING PLENUMS: INTERNAL RIGID DUCT LINER, RIGID MINERAL FIBER BOARD, FOR LOW AND

MEDIUM TEMPERATURE ACOUSTICAL APPLICATIONS, AIRSTREAM SURFACE FACED WITH A BLACK MAT

BONDED TO THE FIBREGLASS SUBSTRATE, AIR VELOCITY RATING 25.4 M/S (5,000 FT/MIN). DENSITY 48KG/M3 (3

PCF), MINIMUM RSI 0.76/25MM (R 4.3/IN)

2.7 DUCTWORK FINISH JACKETS

THERMOCANVAS JACKET: FIRE RATED, 170G (6 OZ) FIRE RETARDANT CANVAS JACKET FOR COVERING

MECHANICAL INSULATION INDOORS, 25/50 FIRE CLASS, PLAIN WAVE COTTON, NO DYES.

UTILITY FINISH: OVER RIGID INSULATION FOR RECTANGULAR DUCTWORK AND FLEXIBLE INSULATION FOR

ROUND DUCTWORK. APPLY CONTINUOUS METAL CORNER BEAD TO ALL CORNERS. ADHERE VAPOR RETARDER

TAPE OVER ALL JOINTS AND BREAKS IN VAPOR RETARDER, AND AT ALL CORNERS.

ALUMINUM JACKET: 51 MIL (22 GA.) THICK STUCCO OR SMOOTH ALUMINUM JACKETING WITH LONGITUDINAL

SLIP JOINTS AND 50MM (2") END LAPS WITH FACTORY APPLIED PROTECTIVE LINER ON INTERIOR SURFACE.

2.8 PIPING FINISH JACKETS

THERMOCANVAS JACKET: FIRE RATED, 170G (6 OZ) FIRE RETARDANT CANVAS JACKET FOR COVERING

MECHANICAL INSULATION INDOORS, 25/50 FIRE CLASS, PLAIN WAVE COTTON, NO DYES.

PVC FINISHING JACKET: WHITE, UV RESISTANT, FOR INDOOR OR OUTDOOR APPLICATIONS, 25/50 FIRE CLASS,

MINIMUM 0.50 MM (0.02”) THICK.

ALUMINUM JACKET: 0.51 MM (22 GA.) THICK STUCCO OR SMOOTH ALUMINUM JACKETING WITH LONGITUDINAL

SLIP JOINTS AND 50MM (2") END LAPS WITH FACTORY APPLIED PROTECTIVE LINER ON INTERIOR SURFACE.


ACCEPTABLE MANUFACTURES FOR AIR TERMINALS: E.H. PRICE, TITUS, ANEMOSTAT, NAILOR.

ACCEPTABLE MANUFACTURERS FOR LOUVRES: AIROLITE, PENN, AIRSTREAM, WEST VENT, NAILOR, RUSKIN.

PROVIDE BAFFLES TO DIRECT AIR AWAY FROM WALLS, COLUMNS OR OTHER OBSTRUCTIONS WITHIN THE

RADIUS OF DIFFUSER OPERATION.

PROVIDE PLASTER FRAME FOR DIFFUSERS LOCATED IN PLASTER SURFACES AND ANTI-SMUDGE FRAMES OR

PLAQUES ON DIFFUSERS LOCATED IN ROUGH TEXTURED SURFACES SUCH AS ACOUSTICAL PLASTER.

PROVIDE 30 MM MARGIN FRAME ON GRILLES WITH COUNTERSUNK SCREW HOLES.

PROVIDE OPPOSED BLADE BALANCE DAMPER, ACCESSIBLE FROM GRILLE FACE ON ALL GRILLES LOCATED IN

DRYWALL CEILINGS OR BULKHEADS.

ALL GRILLES AND DAMPERS SHALL BE ALUMINUM IN WET AREAS (I.E. SHOWERS, AQUATIC AREAS,

DISHWASHING ETC.)

IN GYMNASIUM, AQUATIC CENTRES, FRONT BLADES SHALL BE FRONT PIVOTED, WELDED IN PLACE OR

SECURELY FASTENED TO BE IMMOBILE.

FABRICATE GOOSENECKS OF MINIMUM 1.3 MM (18 GA.) GALVANIZED STEEL. MOUNT ON MINIMUM 300 MM (12

IN.) HIGH CURB BASE WHERE SIZE EXCEEDS 225 MM X 225 MM (9 IN. X 9 IN).

REFER TO GRILLES AND DIFFUSER SCHEDULE FOR TYPES AND CAPACITIES.

2.10 EQUIPMENT

ALL EQUIPMENT SHALL BE CSA APPROVED FOR ITS INTENDED USE.

INLINE BELT DRIVEN EXHAUST FAN: WHEEL STATICALLY AND DYNAMICALLY BALANCED TO AMCA STANDARD,

TEFC MOTORS, PERMANENTLY LUBRICATED, HEAVY DUTY BEARINGS OR PILLOW BLOCK BALL BEARINGS.

BEARING SHALL BE SELECTED FOR A MINIMUM L10 LIFE IN EXCESS OF 100,000 HOURS. (EQUIVALENT TO L50

AVERAGE LIFE OF 500,000 HOURS). HEAVY GAUGE GALVANIZED STEEL HOUSING. RECTANGULAR

CONSTRUCTION INCLUDING RECTANGULAR DUCT MOUNTING COLLARS. DRIVE FRAME ASSEMBLIES SHALL BE

CONSTRUCTED OF HEAVY GAUGE STEEL AND MOUNTED ON VIBRATION ISOLATORS. ADJUSTABLE BELT DRIVE,

PULLEYS, AND KEYS OVERSIZED FOR A MINIMUM OF 150 PERCENT OF DRIVEN HORSEPOWER. PROVIDE A

MOTORIZED DAMPER TO PREVENT OUTSIDE AIR FROM ENTERING BACK INTO THE BUILDING WHEN FAN IS OFF.

PROVIDE A NEMA 4 DISCONNECT SWITCH WIRED FROM FAN MOTOR TO JUNCTION BOX.

ACCEPTABLE MANUFACTURERS: COOK, GREENHECK

CAPACITY AS SCHEDULED.

EXHAUST FAN: CEILING MOUNT, ENERGY STAR® RATED WITH BUILT-IN SPEED SELECTOR. THE MOTOR SHALL

BE TOTALLY ENCLOSED, FOUR POLE CONDENSER TYPE ENGINEERED TO RUN CONTINUOUSLY. POWER

RATING SHALL BE 120V/60HZ. HOUSING MATERIAL SHALL BE NO LESS THAN 26 GAUGE GALVANIZED STEEL

WITH RUST PROOF EPOXY AND

FORWARD CURVED CENTRIFUGAL WHEEL, GALVANIZED STEEL OR CALCIUM CARBONATE FILLED

POLYPROPYLENE, STATICALLY AND DYNAMICALLY BALANCED TO AMCA STANDARDS.

ACCEPTABLE MANUFACTURERS: PANASONIC


HORIZONTAL CONCEALED FAN COIL: CABINET SHALL BE MADE OF HEAVY GAUGE GALVANIZED STEEL. THE

INTERIOR SURFACES SHALL BE LINED WITH 12MM (½") THICK STANDARD FIBERGLASS INSULATION. A HEAVY

GAUGE GALVANIZED STEEL PLENUM SHALL ENCLOSE THE BLOWER/MOTOR ASSEMBLY WITH BOTTOM OR

REAR RETURN. PROVIDE A DUCTED COLLAR FOR SUPPLY DUCT CONNECTION. PROVIDE DISPOSABLE

PLEATED FILTERS TO MERV 8 RATING.

ACCEPTABLE MANUFACTURERS: INTERNATIONAL ENVIRONMENTAL, TRANE, MCQUAY, WILLIAMS, ENVIRO TEC


3. EXECUTION

3.1 DUCTWORK AND ACCESSORIES

FABRICATE DUCTWORK IN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION STANDARDS - METAL AND

FLEXIBLE, NFPA 90A STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS,

AND NFPA 90B STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR-CONDITIONING SYSTEMS

PRIOR TO FABRICATION OF DUCTWORK, CHECK ALL CEILING SPACES AND HEIGHTS AND CONFLICTS WITH

OTHER TRADES.

DUCT SIZES INDICATED ARE INSIDE CLEAR DIMENSIONS. FOR ACOUSTICALLY LINED OR INTERNALLY

INSULATED DUCTS ALLOW FOR INSULATION THICKNESS AND MAINTAIN INTERIOR CLEAR DIMENSIONS

INDICATED.

CONNECT OUTLET TERMINALS TO LOW PRESSURE DUCTS WITH 900MM (36”) MAXIMUM LENGTH OF STRETCHED

FLEXIBLE DUCT. HOLD IN PLACE WITH STRAP OR CLAMP, CAULK SEALED. DO NOT USE FLEXIBLE DUCT TO

CHANGE DIRECTIONS.

PROVIDE A FLEXIBLE CONNECTION WHERE LOW PRESSURE DUCTS ARE CONNECTED TO FAN EQUIPMENT,

TERMINAL BOXES OR ANY OTHER APPARATUS. JOINT SHALL BE SCREWED OR BOLTED FLEXIBLE GASKETED

JOINT, MINIMUM 50MM (2”) WIDE.

PROVIDE FIRE DAMPERS WHERE DUCTS CROSS FIRE SEPARATIONS. FIRE DAMPERS SHALL BE ULC LISTED

AND “DYNAMIC”; RATED TO CLOSE UNDER AIRFLOW. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE

SEPARATION RATINGS AND LOCATIONS.

PROVIDE BALANCING DAMPERS WHERE INDICATED ON DRAWINGS AND AT POINTS ON LOW PRESSURE

SUPPLY, RETURN AND EXHAUST DUCTS WHERE BRANCHES ARE TAKEN FROM LARGER DUCTS.

MODIFY CEILING SYSTEM WHERE REQUIRED TO ACCOMMODATE GRILLES AND DIFFUSERS.

SIZE ROUND DUCTS, INSTALLED IN PLACE OF RECTANGULAR DUCTS, FROM ASHRAE TABLE OF EQUIVALENT

RECTANGULAR AND ROUND DUCTS. NO VARIATION OF DUCT CONFIGURATION OR SIZES PERMITTED EXCEPT

BY PERMISSION FROM THE CONSULTANT.

EXPOSED ROUND DUCTWORK TO BE SPIRAL LOCK SEAM TYPE ONLY.

PROVIDE DUCT HANGERS AND SUPPORTS IN ACCORDANCE WITH SMACNA MANUALS.

CONFIRM THE EXISTING BASE BUILDING STANDARDS PRIOR TO SUBMITTING TENDER.

DUCTWORK SHALL BE GALVANIZED STEEL UNLESS NOTED OTHERWISE.

3.2 DUCT HANGERS AND SUPPORTS

DUCT SUPPORT SHALL BE:

UP TO 750MM DUCT SIZE: ANGLE SIZE 25X25X3 MM WITH 6MM ROD SIZE

751 TO 1050MM DUCT SIZE: ANGLE SIZE 40X40X3 MM WITH 6MM ROD SIZE




2401 AND OVER DUCT SIZE: ANGLE SIZE 50X50X6 MM WITH 10MM ROD SIZE

UPPER HANGER ATTACHMENTS SHALL BE:

FOR CONCRETE: MANUFACTURED CONCRETE INSERTS.

FOR STEEL JOIST: MANUFACTURED JOIST CLAMP.

FOR STEEL BEAMS: MANUFACTURED BEAM CLAMPS.

3.3 DUCT INSULATION

INSTALL ALL DUCTWORK INSULATION TO THE THERMAL INSULATION ASSOCIATION OF CANADA BEST

PRACTICES GUIDE.

DUCT INSULATION MINIMUM THICKNESS TABLE (CLIMATIC ZONE 5)

NOTE (1): AIR TEMPERATURES 15°C TO 49°C (60°F TO 120°F).

NOTE (2): PROVIDE 38MM (1-½”) FLEXIBLE DUCT INSULATION ON ALL EXHAUST AIR DUCTWORK FROM OUTSIDE

WALL OR ROOF TO DAMPER BUT A MINIMUM OF 1.5 M (5 FT.) INSIDE BUILDING.

NOTE (3): MIXED AIR INCLUDES TEMPERED AIR DOWNSTREAM OF HEAT RECOVERY UNITS.

NOTE (4): PLENUMS LOCATED OUTSIDE THE BUILDING SHALL BE INSULATED TO THE VALUES LISTED IN THE

EXTERIOR COLUMN.

NOTE (5): PROVIDES 1 HOUR FIRE RATING. THICKNESS SHALL BE DOUBLED FOR 2 HOUR APPLICATIONS.

NOTE (6): FACTORY INSTALLED DUCTWORK AND PLENUMS PROVIDED WITH EQUIPMENT NEED NOT COMPLY

WITH THIS TABLE PROVIDED THEY MEET THE REQUIREMENTS OF THE RELEVANT CSA STANDARD FOR THAT

EQUIPMENT AND IS INSULATED TO RSI 0.58 (R3.3) OR GREATER. REFER TO NECB ARTICLE 5.2.12.1 FOR

RELEVANT CSA STANDARDS.

3.4 DUCT FINISHES TABLE

INDOORS CONCEALED; FACTORY FINISH

INDOORS EXPOSED IN MECHANICAL ROOM AND ELSEWHERE; CANVAS JACKET AS PER TIAC STANDARD CRF/1 -

CRD/1

INDOORS, EXPOSED IN UTILITY AREAS, PARKADE, ETC.; UTILITY FINISH AS PER TIAC CODE CRF/2 - CRD/2

INDOOR EXPOSED IN UTILITY AREAS, PARKADE, ETC. PROVIDE A UTILITY FINISH AS PER TIAC CODE CRF/2 AND

CRD/2

OUTDOORS; ALUMINUM JACKET AS PER TIAC CODE CRF/3 - CRD/3

3.5 PIPING FINISH SCHEDULE

INDOORS CONCEALED; FACTORY FINISH

INDOORS EXPOSED IN MECHANICAL ROOM AND ELSEWHERE; CANVAS JACKET

INDOORS, EXPOSED IN UTILITY AREAS, PARKADE, ETC.; PVC JACKET

OUTDOORS; ALUMINUM JACKET


PAINT DUCTWORK VISIBLE BEHIND AIR OUTLETS MATTE BLACK.

ALL AIR OUTLETS MOUNTED IN A T-BAR CEILING SHALL BE SEISMICALLY RESTRAINED BY EITHER SECURE

ATTACHMENT TO SOLID DUCTWORK, WHICH IS BRACED AT THE OUTLET OR WIRE HANGERS ATTACHED TO

STRUCTURE. WIRE HANGERS SHALL BE A MINIMUM OF TWO (2) PER OUTLET AND ONE PER 1200 MM LENGTH.

AIR OUTLETS OTHER THAN T-BAR MOUNTING MUST BE SECURELY ATTACHED TO THE BUILDING ELEMENTS.

DIVISION 25 INTEGRATED AUTOMATION

1. GENERAL

1.1 SECTION SCOPE

PROVIDE A COMPLETE SYSTEM OF AUTOMATIC CONTROLS TO MATCH THE BASE BUILDING STANDARD WITH

REGARD TO CONTROL DEVICES, COMPONENTS, WIRING AND MATERIALS. ALL CONTROL WORK ASSOCIATED

WITH THE WORK OF DIVISIONS 22 AND 23.

NOT ALL REQUIRED POINTS SHOWN ON DRAWINGS, REFER TO SEQUENCE OF OPERATIONS FOR REQUIRED

NEW POINTS.

1.2 RELATED REQUIREMENTS

THIS SECTION OF THE SPECIFICATION FORMS PART OF THE CONTRACT DOCUMENTS AND IS TO BE READ,

INTERPRETED AND COORDINATED WITH ALL OTHER PARTS. FOR GENERAL CONDITIONS REFER TO HEATING,

VENTILATION AND AIR CONDITIONING (HVAC) SECTION.

1.3 CODE COMPLIANCE

ALL WORK SHALL COMPLY WITH CURRENT EDITIONS OF THE NATIONAL, PROVINCIAL AND MUNICIPAL CODES,

STANDARDS, ACTS AND BYLAWS AND WILL MEET THE REQUIREMENTS OF THE AUTHORITY HAVING

JURISDICTION.

1.4 ACCEPTABLE CONTRACTORS

ALL CONTROLS WORK IS TO BE DONE BY THE BASE BUILDING CONTRACTOR ESC.

1.5 EXAMINATION OF EXISTING SYSTEM

THIS PROJECT INVOLVES RENOVATION TO AN EXISTING CONTROL SYSTEM. THE CONTRACTOR SHALL

INSPECT THE SYSTEM PRIOR TO TENDER CLOSE AND INCLUDE IN HIS BID ALL CONTROL COMPONENTS

REQUIRED TO PROVIDE A FULLY OPERATIONAL SYSTEM INCLUDING REPLACEMENT OF EXISTING DEFECTIVE

COMPONENTS WHERE NOTED IN THE PROJECT DOCUMENTS.

1.6 DESIGN REQUIREMENTS

SUPPLY SUFFICIENT PROGRAMMABLE CONTROLLERS OF TYPES TO MEET PROJECT REQUIREMENTS.

QUANTITY AND POINTS CONTENTS AS REVIEWED BY CONSULTANT PRIOR TO INSTALLATION.

NOT ALL REQUIRED POINTS SHOWN ON DRAWINGS, REFER TO SEQUENCE OF OPERATIONS FOR ALL REQUIRED

POINTS.

PROVIDE UTILITY POWER TO EMCS AS INDICATED.

2. PRODUCTS

2.1 THERMOSTATS

ALL THERMOSTATS TO BE WALL MOUNTED [TO MATCH EXISTING BASE BUILDING MOUNTING HEIGHT] UNLESS

SPECIFICALLY NOTED OTHERWISE.

ALL THERMOSTATS, EXISTING AND NEW, ARE TO BE CALIBRATED PRIOR TO AIR BALANCING. CONTACT

BUILDING OWNER IF AN EXISTING THERMOSTAT NEEDS REPLACING.

2.2 CONTROL COMPONENTS

WHERE EXISTING DEVICES ARE RE-USED, VERIFY OPERATION AND RE-CALIBRATE AS REQUIRED.

REPORT ANY EXISTING CONTROL DEVICE WHICH NEED REPLACEMENT. REPLACEMENT WILL BE BY BUILDING

MANAGEMENT OR VIA CHANGE ORDER, AT THE DISCRETION OF THE OWNER.

3. EXECUTION

3.1 SEQUENCE OF OPERATION

.1 OFFICE HRV (NOT ON DDC)

.1 ADD: HRV'S WILL OPERATE AT LOW SPEED 24/7.

.2 ADD: UNIT TO BE CONTROLLED BY INTEGRAL SMART CONTROLLER.

.2 EXHAUST FANS (REVERSE-ACTING) (EF-1) (NOT ON DDC)

.1 ADD: FAN SHALL ENABLE WHEN TEMPERATURE RISES ABOVE SETPOINT 28°C (ADJUSTABLE).

.2 ADD: FAN SHALL DISABLE WHEN TEMPERATURE FALLS BELOW SETPOINT 28°C (ADJUSTABLE).

.3 ADD: FAN TO BE CONTROLLED BY LINE VOLTAGE REVERSE ACTING THERMOSTAT.

.3 ELECTRIC FORCE FLOW HEATER/UNIT HEATER (NOT ON DDC)

.1 ADD: SYSTEM TO BE TURN OFF AND TURN OFF THROUGH INTEGRATED THERMOSTAT.

.4 SPLIT AC (AC-1 TO AC-11)

.1 ADD: UNIT SHALL OPERATE IN OCCUPIED HOURS BASED ON A WEEKLY SCHEDULE

(PROGRAMMABLE).

.2 ADD: THE ROOM TEMPERATURE SETPOINT SHALL ALSO OPERATE ON A SCHEDULE. DEPENDING

ON THE ROOM USAGE (BASED ON DIFFERENT TIME SCHEDULES) THE SETPOINT SHALL BE

AUTOMATICALLY ADJUSTED TO MEET THE ROOM DEMANDS.

.3 ADD: THE COOLING SYSTEM SHALL COME ON WHEN THE ROOM TEMPERATURE FALLS 1°C

(ADJUSTABLE) BELOW THE ROOM TEMPERATURE SETPOINT AS SET BY THE ROOM THERMOSTAT.

.4 ADD: ONCE THE SPACE TEMPERATURE RISES BELOW THE ROOM TEMPERATURE SETPOINT THE

COOLING SYSTEM WILL TURN OFF. A MINIMUM RUN TIME OF 5 MINUTES (ADJUSTABLE) SHALL BE

SET TO AVOID COMPRESSOR SHORT CYCLING.

.5 ADD: ON A CALL FOR COOLING THE RESPECTIVE HEATING SYSTEM SERVING THAT ZONE IS TO BE

LOCKED OUT. (BASEBOARD, FAN COIL OR RTU)

.6 UNITS SHALL ENABLE/DISABLE USING THE PROVIDED SAMSUNG EXTERNAL CONTACT MODULE.

.5 RTU (HV-1, HV-2, HV-3)

.1 START-UP MODE:

.1 UNIT SHALL OPERATE IN OCCUPIED HOURS BASED ON A WEEKLY SCHEDULE

(PROGRAMMABLE).

.2 THE ROOM TEMPERATURE SETPOINT SHALL ALSO OPERATE ON A SCHEDULE. DEPENDING ON

THE ROOM USAGE THE SETPOINT SHALL BE AUTOMATICALLY ADJUSTED TO MEET THE ROOM

DEMANDS. FOR EXAMPLE THE SETPOINT SHALL BE SET TO 18°C WHEN THE ROOM IS BEING

USED FOR EXERCISE. THE SETPOINT SHALL CHANGE AT THE START OF THE SCHEDULED

PERIOD, BUT WILL REMAIN MANUALLY ADJUSTABLE AT THE ROOM THERMOSTAT.

.3 DELETE: THE SYSTEM SHALL INCORPORATE AN OPTIMUM START HEATING ROUTINE THAT

WILL START THE UNIT BEFORE AN OCCUPIED PERIOD TO HAVE THE SPACE AT THE SETPOINT

AT THE START OF OCCUPANCY.

.4 ADD: DURING HEATING MONTHS, HEATING OPTIMUM START CONTROLLER SHALL INITIATE

STARTUP PRIOR TO SCHEDULE TO BRING THE AVERAGE SPACE TEMPERATURE TO SETPOINT

IN THE MINIMUM AMOUNT OF TIME. MAXIMUM OPTIMUM START TIME SHALL BE 2 HOURS

(ADJUSTABLE) PRIOR TO SCHEDULED START. OUTDOOR AIR DAMPER SHALL BE CLOSED.

.5 ADD: DURING COOLING MONTHS, COOLING OPTIMUM START CONTROLLER SHALL INITIATE

STARTUP PRIOR TO SCHEDULE TO BRING THE AVERAGE SPACE TEMPERATURE TO SETPOINT

IN THE MINIMUM AMOUNT OF TIME. MAXIMUM OPTIMUM START TIME SHALL BE 3 HOURS

(ADJUSTABLE) PRIOR TO SCHEDULED START. IF THE OUTDOOR AIR TEMPERATURE IS 10ºC

BELOW THE AVERAGE SPACE TEMPERATURE AND THE SPACE TEMPERATURE IS 5ºC ABOVE

THE SETPOINT, THE DAMPERS SHALL BE SET TO FULL OUTDOOR AIR. IF FREE COOLING IS

NOT AVAILABLE AND THE OUTDOOR AIR TEMPERATURE IS GREATER THAN 16ºC, MECHANICAL

COOLING SHALL BE USED.

.2 OCCUPIED MODE:

.1 THE SUPPLY FAN SHALL RUN CONTINUOUSLY DURING OCCUPIED PERIODS. DELETE: ONCE

SUPPLY FAN OPERATION IS CONFIRMED, TEMPERATURE CONTROL SHALL BE ENABLED.

.2 ADD: ONCE THE SUPPLY FAN OPERATION IS CONFIRMED VIA CURRENT SENSOR, THE

MECHANICAL COOLING OR GAS HEATING SHALL BE ALLOWED TO OPERATE.

.3 THE SUPPLY AIR TEMPERATURE SHALL BE RESET DEPENDING ON THE VARIANCE OF THE

ROOM TEMPERATURE FROM THE ROOM TEMPERATURE SETPOINT.

.4 DELETE: HEATING AND FREE COOLING SHALL BE MODULATED IN SEQUENCE TO ACHIEVE THE

SUPPLY AIR TEMPERATURE SETPOINT. SIMULTANEOUS HEATING AND COOLING SHALL NOT

OCCUR AND THE TRANSITION FROM HEATING TO COOLING SHALL NOT EFFECT OCCUPANT

COMFORT.

.5 ADD: ON A CALL FOR COOLING, THE FACTORY ECONOMIZER SHALL MODULATE IN SEQUENCE

WITH THE MECHANICAL COOLING TO MAINTAIN THE COOLING TEMPERATURE SETPOINT. A

MINIMUM RUN TIME OF 5 MINUTES (ADJUSTABLE) SHALL BE SET TO AVOID COMPRESSOR

SHORT CYCLING.

.6 ADD: ON A CALL FOR COOLING FROM HV-2, THE BASEBOARD HEATERS SERVING THE BIRCH,

ARBUTUS AND CEDAR ROOMS ARE TO BE LOCKED OUT.

.7 ADD: ON A CALL FOR COOLING FROM HV-3, THE BASEBOARD HEATERS SERVING THE LOBBY

ARE TO BE LOCKED OUT.

.8 ADD: ON A CALL FOR HEATING, THE GAS HEATING SHALL CYCLE TO MAINTAIN THE HEATING

TEMPERATURE SETPOINT.

.9 IF THE OUTSIDE AIR TEMPERATURE IS MORE THAN THE ROOM TEMPERATURE THEN FREE

COOLING WILL BE DISABLED AND THE OUTSIDE AIR DAMPER SHALL BE AT MINIMUM POSITION.

.10 IF THE VENTILATION OVERRIDE BUTTON IN THE STORAGE ROOM IS PRESSED, THE OUTSIDE

AIR DAMPER WILL GO TO 100% OUTSIDE AIR (UNITS HV1 AND HV2 ONLY). THIS OVERRIDE WILL

LAST FOR 2 HOURS (ADJUSTABLE) BEFORE RESETTING. THE OVERRIDE WILL BE INDICATED

BY THE PUSHBUTTON LIGHTING UP.

.3 UNOCCUPIED MODE:

.1 THE MIXING DAMPERS SHALL BE IN FULL RE-CIRCULATION POSITION. THE SUPPLY FAN WILL

RUN ONLY IF THE SPACE TEMPERATURE IS BELOW THE NIGHT SET BACK TEMPERATURE

SETTING OF 17°C (ADJUSTABLE).

.2 IF THE ON OVERRIDE BUTTON ON THE WALL MOUNTED THERMOSTAT IS PRESSED, THE UNIT

WILL GO INTO OCCUPIED MODE. IF THE OFF OVERRIDE BUTTON IS PRESSED THE UNIT WILL

RETURN TO UNOCCUPIED MODE. THIS OVERRIDE WILL LAST FOR 2 HOURS (ADJUSTABLE)

BEFORE RESETTING. THE OVERRIDE WILL BE INDICATED BY THE WORD “ON” APPEARING ON

THE THERMOSTAT'S LCD DISPLAY FOR 10 SECONDS AFTER THE OVERRIDE HAS BEEN

ENABLED.

.4 ALARMS:

.1 SUPPLY FAN FAILURE ALARM

.2 DELETE: RETURN FAN FAILURE ALARM (HV-1 AND HV-2 ONLY)

.3 SUPPLY AIR TEMPERATURE OUT OF RANGE ALARM

.4 ROOM TEMPERATURE OUT OF RANGE ALARM

.6 ELECTRIC RADIANT PANELS

.1 OCCUPIED MODE:

.1 THE ELECTRIC RADIANT PANELS SHALL COME ON WHEN THE ROOM TEMPERATURE FALLS 1°C

(ADJUSTABLE) BELOW THE ROOM TEMPERATURE SETPOINT AS SET BY THE ROOM

THERMOSTAT.

.2 ONCE THE SPACE TEMPERATURE RISES ABOVE THE ROOM TEMPERATURE SETPOINT THE

ELECTRIC RADIANT PANEL WILL TURN OFF.

.3 ADD: ON A CALL FOR HEATING THE RESPECTIVE AC SYSTEM SERVING THAT ZONE IS TO BE

LOCKED OUT.

.2 UNOCCUPIED MODE:

.1 THE ELECTRIC RADIANT PANELS SHALL COME ON WHEN THE ROOM TEMPERATURE FALLS 1°C

(ADJUSTABLE) BELOW THE NIGHT SETBACK SETPOINT OF 17°C(ADJUSTABLE).

.2 ONCE THE SPACE TEMPERATURE RISES ABOVE THE NIGHT SETBACK SETPOINT THE

ELECTRIC RADIANT PANEL WILL TURN OFF.

.3 ADD: ON A CALL FOR HEATING THE RESPECTIVE AC SYSTEM SERVING THAT ZONE IS TO BE

LOCKED OUT.

.7 KITCHEN AIR SYSTEMS

.1 GENERAL:

.1 THE KITCHEN MAKE-UP AIR UNIT AND THE KITCHEN EXHAUST FAN ARE BOTH CONTROLLED BY

THE SAME MANUAL WALL SWITCH AND MUST BE TURNED ON AND OFF MANUALLY.

.2 THE DDC SYSTEM MONITORS THE KITCHEN ROOM TEMPERATURE AND THE STATUS OF THE

MAKE-UP AIR UNIT AND THE EXHAUST FAN.

.3 ADD: WHEN COOLING STATUS FROM KITCHEN AIR CONDITIONING SYSTEM IS ENABLED THE

MAKE-UP AIR UNIT HEATING SECTION IS TO BE LOCKED OUT.

.2 ALARMS:

.1 KITCHEN ROOM TEMPERATURE ALARM

.2 MAKE-UP AIR UNIT AND EXHAUST FAN STATUS NOT THE SAME

PROJECT NO.

DRAWING TITLE:

DATE

CHECKED BY

DRAWN BY

PROJECT TITLE:

SCALE

DRAWING NO.


PROJECT ADDRESS:





DESCRIPTION

2019.01.18

DATEREV.


SEAL:

CONSULTANT:

108b-012-18

JAN 01, 2019




A.J.M.

R.A.O.




MECHANICALSPECIFICATION

M3.01

N.T.S.

tender package drawings in order of ......tender package drawings in order of arrangement:...

Documents