NEJMARK - project.wrightconstruction.ca Files... · winnipeg, mb r3l 0j9 (204) 272-3255 job:...

9
FD-1 FD FD TD HD FD HD HD HD HD HD FD HD TD-1 HD HD HD HD HD HD HD HD HD FD FD 20 UP TO TRAP PRIMERS EXISTING STORM SEWER TO REMAIN. REMOVE INSULATED & HEAT TRACED LINE EXISTING 4" EXISTING 8" SANITARY LINE REMOVE PVC LINE AND INSULATED SERVING VENTED FLOOR. EXISTING 4" EXISTING STUB UP LINE FOR PRODUCE MISTING. EXISTING 6" PRODUCE MISTING LINE TO BE REMOVED OR ABANDONED (TYPICAL) EXISTING 4" REFRIGERATION LINE TO BE REMOVED OR ABANDONED(TYPICAL) PRODUCE MISTING LINE TO BE REMOVED OR ABANDONED (TYPICAL) REFRIGERATION LINE TO BE REMOVED OR ABANDONED(TYPICAL) REFRIGERATION LINE TO BE REMOVED OR ABANDONED(TYPICAL) REFRIGERATION LINE TO BE REMOVED OR ABANDONED(TYPICAL) REFRIGERATION LINE TO BE REMOVED OR ABANDONED(TYPICAL) REFRIGERATION LINE TO BE REMOVED OR ABANDONED(TYPICAL) EXISTING STORM SYSTEM TO REMAIN REFRIGERATION LINE TO BE REMOVED OR ABANDONED(TYPICAL) EXISTING 3" HD HD HD HD 2-54 Adelaide S treet Winnipeg Manit a ob R3A 0V7 P 204 947 3775 F 204 947 3789 www.nejmark.mb.ca NEJMARK A R C H I T E C T PROJECT TITLE: SHEET TITLE: COMMISSION NUMBER: SHEET NUMBER: SOBEYS VARSITY COMMONS 1550- 8 St. E, SASKATOON, SASKATCHEWAN Drawings and specifications, as instruments of service are the property of the architect, the copyright in the same being reserved to them. No reproduction may be made without the permission of the architects, and when made, must bear their names. All prints to be returned. The contractor is to verify dimensions and date noted herein with conditions on the site and is held responsible for reporting discrepancy to the architects for adjustment. DRAWN BY: PRINTING DATE: STAMP No. ISSUED FOR DATE BY 1607 PSG 2016.03.09 PERMIT AND TENDER 1 JA 2016.03.09 2-472 STRADBROOK AVENUE WINNIPEG, MB R3L 0J9 (204) 272-3255 J O B : FOUNDATION PLAN - DEMOLITION M1.1 SCALE: M1.1 N FOUNDATION PLAN - PLUMBING DEMOLITION 1/8"=1'-0" 1 GENERAL NOTES - FOUNDATION PLAN DEMOLITION 1. MECHANICAL DESIGN IS BASED ON INFORMATION AVAILABLE FROM RECORD DRAWINGS AND PRELIMINARY SITE VISIT. EXACT LOCATIONS OF DRAINS AND ROUTING OF PIPING TO BE CONFIRMED ON SITE. MODIFY SYSTEM DESIGN AS REQUIRED TO SUIT SITE CONDITIONS. 2. GENERAL CONTRACTOR TO REMOVE GREASE INTERCEPTORS SHOWN TO BE DEMOLISHED AND REPAIR FLOOR PENETRATIONS. COORDINATE WITH STRUCTURAL. 3. MECHANICAL CONTRACTOR SHALL REMOVE OR ABANDON IN PLACE ALL PIPING AND EQUIPMENT SHOWN AS DASHED. REFER TO ARCHITECTURAL, ELECTRICAL, AND STRUCTURAL DRAWINGS FOR COORDINATION PURPOSES. 4. ABANDONED PIPING SHALL BE PLUGGED WITH CONCRETE AND CAPPED BELOW GRADE. 5. REUSE EXISTING PIPES WHERE POSSIBLE. VIDEO SCOPE ALL EXISTING PIPING PROPOSED FOR REUSE. PLUMBING LEGEND DEMOLISHED SANITARY EXISTING SANITARY GREASE INTERCEPTOR TO BE REMOVED CLEANOUT DRAWING NOTE #

Transcript of NEJMARK - project.wrightconstruction.ca Files... · winnipeg, mb r3l 0j9 (204) 272-3255 job:...

Page 1: NEJMARK - project.wrightconstruction.ca Files... · winnipeg, mb r3l 0j9 (204) 272-3255 job: foundation plan - plumbing renovation m1.2 drawings notes - foundation plan plumbing renovation

FD-1

FD

FD

TD

HD

FD

HD

HD

HD

HD

HD

FD

HD

TD-1

HD

HD

HD

HD

HD

HD

HD

HD

HD

FD

FD

20 UP TO TRAPPRIMERS

EXISTING STORM SEWER

TO REMAIN.

REMOVE INSULATED & HEAT TRACED LINE

EXISTING 4"

EXISTING 8"SANITARY LINE

REMOVE PVC LINE ANDINSULATED SERVINGVENTED FLOOR.

EXISTING 4"

EXISTING STUB UP LINE

FOR PRODUCE MISTING.

EXISTING 6"

PRODUCE MISTING LINE

TO BE REMOVED ORABANDONED (TYPICAL)

EXISTING 4"REFRIGERATION LINE

TO BE REMOVED ORABANDONED(TYPICAL)

PRODUCE MISTING LINETO BE REMOVED OR

ABANDONED (TYPICAL)

REFRIGERATION LINE

TO BE REMOVED ORABANDONED(TYPICAL)

REFRIGERATION LINE

TO BE REMOVED ORABANDONED(TYPICAL)

REFRIGERATION LINE

TO BE REMOVED ORABANDONED(TYPICAL)

REFRIGERATION LINETO BE REMOVED OR

ABANDONED(TYPICAL)

REFRIGERATION LINE

TO BE REMOVED ORABANDONED(TYPICAL)

EXISTING STORMSYSTEM TO REMAIN

REFRIGERATION LINETO BE REMOVED OR

ABANDONED(TYPICAL)

EXISTING 3"

HD

HD

HD

HD

2-54 Adelaide Street Winnipeg Manit aob R3A 0V7

P 204 947 3775 F 204 947 3789 www.nejmark.mb.ca

N E J M A R KA R C H I T E C T

PROJECT TITLE:

SHEET TITLE:

COMMISSION NUMBER: SHEET NUMBER:

SOBEYS VARSITY COMMONS

1550- 8 St. E, SASKATOON,

SASKATCHEWAN

Drawings and specifications, as instruments of service are the property of the architect, the

copyright in the same being reserved to them. No reproduction may be made without the

permission of the architects, and when made, must bear their names. All prints to be returned.

The contractor is to verify dimensions and date noted herein with conditions on the site and is

held responsible for reporting discrepancy to the architects for adjustment.

DRAWN BY:

PRINTING DATE:

STAMP

No. ISSUED FOR DATE BY

1607

PSG2016.03.09

PERMIT AND TENDER1

JA

2016.03.09

2-472 STRADBROOK AVENUE

W I N N I P E G , M B R 3 L 0 J 9

( 2 0 4 ) 2 7 2 - 3 2 5 5

J O B :

FOUNDATION PLAN -

DEMOLITION

M1.1

SCALE:M1.1N

FOUNDATION PLAN - PLUMBING DEMOLITION1/8"=1'-0"

1

GENERAL NOTES - FOUNDATIONPLAN DEMOLITION

1. MECHANICAL DESIGN IS BASED ON INFORMATION AVAILABLE FROMRECORD DRAWINGS AND PRELIMINARY SITE VISIT. EXACT

LOCATIONS OF DRAINS AND ROUTING OF PIPING TO BE CONFIRMEDON SITE. MODIFY SYSTEM DESIGN AS REQUIRED TO SUIT SITE

CONDITIONS.

2. GENERAL CONTRACTOR TO REMOVE GREASE INTERCEPTORS SHOWNTO BE DEMOLISHED AND REPAIR FLOOR PENETRATIONS.

COORDINATE WITH STRUCTURAL.

3. MECHANICAL CONTRACTOR SHALL REMOVE OR ABANDON IN PLACEALL PIPING AND EQUIPMENT SHOWN AS DASHED. REFER TO

ARCHITECTURAL, ELECTRICAL, AND STRUCTURAL DRAWINGS FORCOORDINATION PURPOSES.

4. ABANDONED PIPING SHALL BE PLUGGED WITH CONCRETE AND

CAPPED BELOW GRADE.

5. REUSE EXISTING PIPES WHERE POSSIBLE. VIDEO SCOPE ALL EXISTINGPIPING PROPOSED FOR REUSE.

PLUMBING LEGENDDEMOLISHED SANITARY

EXISTING SANITARY

GREASE INTERCEPTOR TO BEREMOVED

CLEANOUT

DRAWING NOTE#

Page 2: NEJMARK - project.wrightconstruction.ca Files... · winnipeg, mb r3l 0j9 (204) 272-3255 job: foundation plan - plumbing renovation m1.2 drawings notes - foundation plan plumbing renovation

8'

HUSSMANN

ZEP

WIL

L CA

LLCA

BINE

T (N

)

DIGITAL T

V

(2) A

GED

MEA

TDI

SPLA

Y(D

ETAI

LS T

.B.C

.)

TD

HD

HD

HD

FDC

TD-2

10

FDA

FDA

FDA

HDHD

U470 2

HD

HD

HD

HD

W825

TD-2

W825

TD-1

BWV

4"

Q470 2

S470 2

HD

4"

FDB

W804

HD

HD

HD

HD

HD

HDHD

HD

HD

HD

HD

HD

HD

HD

HD

HD

HD

HD

TD-1

GI-2

CHD

B470

W825

2

7

HD

HD

HD

HD

HD

HD

TD-1

TD-1

W825 7

GI-2

H4702

HD

SI-1

M470 2FDB

W804

BWV

M470 2

GI-1

GI-1

GI-1

HD

W825TD-1

BWV

HD

HD

HD

HD

2"

HD

HD

HD

HDHD

X4702

GI-1

FDA

BWV

HD

TD-1

TD-1

3"

BWV

CHD

FDA

BWV

FDB

HD

CHD

CHD

CHD

HD

CHD

HD

HD

HD

HD

2"

BWV

BWV

BWV

FDA

HD

1

3

3

4

5

6

7

7

W8257

GI-1

FDA

3"

3"

2"

4"4"4"

3"

EXISTING

EXISTINGEXISTING

EXISTING

4"

4"

4"

4"4"

4"

4"

4"

4"

4"

4"

3"

3"

4"

4"

4"4"

2"

4"

4"

4" 3"

HD

HD

HD

HD

HD

HD

HD

NO. 12

REF PIT

NO. 11

REF PIT

2"

4"

4"4"

4"

2"

3"

4"

4"

HD

BWV

TD-2

4"

GI-2

4"

FDA

BWV

FDA

4"

BWV

4"

4"

4"

4"

EXISTING CATCH BASINRIM ELEV. = 1200mm B.F.F.

S.E. INV. = 2720mm B.F.F.BWV

CHD

BWV

NO. 02

REF. PIT

NO. 01

REF. PIT

EXISTING STORM SEWER

TO REMAIN.

W804

4"

4"

4"

4"

4"

4"

4"

4"

4"

EXISTING 3"

W825 7

NO. 04

REF. PIT

NO. 08

REF. PITNO. 07

REF. PIT

NO. 06

REF. PITFDA

EXISTING 4"

EXISTING 6"

EXISTING 6"

EXISTING 6"

EXISTING 8"SANITARY LINE

EXISTING 4"

EXISTING 4"

EXISTING 4"

EXISTING 4"

4"

NO. 14

REF. PIT

NO. 13

REF. PIT

HD

4"

EXISTING 6"

BWV

FDA

BWV

EXISTING 4"

EXISTING 4"

BWV

EXISTING 4"

NO. 15

REF. PIT

NO. 16

REF. PIT

NO. 21

REF PIT

NO. 22

REF PIT

NO. 23

REF PIT

P470 2

EXISTING 4"

2"

4"

4"

W825 7

2"

NO. 05

REF. PIT

W825

W825

6"

4"Ø

6"

3"

STSTST

FDA

BWV

W825 7

BWV

TD-1

BWV

W825 7

W825 7

TD-1

HD

ST

8

8

11

HD

HD

HD

HD

HD

4"

4" @ 1:100

4" @ 1:100

3"

3"

4" @ 1:100

4" @ 1:100

3"

NO. 03

REF. PIT

HD

HD

HD

HD

HD

4"

4"

4"

NO. 09

REF. PIT

NO. 10

REF. PIT

NO. 17

REF PIT

NO. 18

REF PIT

NO. 19

REF PIT

NO. 20

REF PIT

6"

6"

6"

6"

6"

6"

6"

6"

6" 6"

6"

6"

3"

EW-1

2-54 Adelaide Street Winnipeg Manit aob R3A 0V7

P 204 947 3775 F 204 947 3789 www.nejmark.mb.ca

N E J M A R KA R C H I T E C T

PROJECT TITLE:

SHEET TITLE:

COMMISSION NUMBER: SHEET NUMBER:

SOBEYS VARSITY COMMONS

1550- 8 St. E, SASKATOON,

SASKATCHEWAN

Drawings and specifications, as instruments of service are the property of the architect, the

copyright in the same being reserved to them. No reproduction may be made without the

permission of the architects, and when made, must bear their names. All prints to be returned.

The contractor is to verify dimensions and date noted herein with conditions on the site and is

held responsible for reporting discrepancy to the architects for adjustment.

DRAWN BY:

PRINTING DATE:

STAMP

No. ISSUED FOR DATE BY

1607

PSG2016.03.09

PERMIT AND TENDER1

JA

2016.03.09

2-472 STRADBROOK AVENUE

W I N N I P E G , M B R 3 L 0 J 9

( 2 0 4 ) 2 7 2 - 3 2 5 5

J O B :

FOUNDATION PLAN -

PLUMBING RENOVATION

M1.2

DRAWINGS NOTES - FOUNDATION

PLAN PLUMBING RENOVATION

CONFIRM EXACT LOCATION AND INVERT ON SITE AND WITH

OUTSIDE SERVICES CONTRACTOR. REFER TO CIVIL DRAWINGS FOR

CONTINUATION.

TIE INTERCEPTOR VENTING INTO SANITARY VENT SYSTEM AS PER

MANUFACTURER'S WRITTEN INSTRUCTIONS. 4" INLET AND OUTLET

CONNECTIONS TO INTERCEPTOR.

EXISTING SANITARY SERVING MEZZANINE FLOOR DRAINS DOWN TO

LOW LEVEL.

EXISTING SANITARY DRAIN FROM MEZZANINE FIXTURES DOWN TO

LOW LEVEL WITHIN WALL.

PROVIDE TWO HUB DRAINS FOR CHICKEN ROTISSERIE, OVER FLOW

DRAIN SHALL CONNECT TO THE GREASE INTERCEPTOR AND AUTO

CLEAN DRAIN SHALL CONNECT DIRECTLY TO THE SANITARY SEWER.

EXTEND SANITARY LINE FOR EVAPORATOR CONDENSATE DOWN

WITHIN WALL.

COORDINATE EXACT LOCATION OF TRENCH DRAIN WITH COOLER

SHOP DRAWINGS.

EXTEND 34" PEX-A DCW, 3 4" PEX-A DHW, 34" PEX-A DHWR WITHIN PVCSLEEVE BENEATH SLAB.

12" PEX-A DCW AND 12" PEX-A DHW AND 3 4" PEX-A DHWR WITHIN PVCSLEEVE BENEATH SLAB.

EXTEND 3

4" DCW, DHW, DHWR LINES AND GAS LINE DOWN WITHINWALL. EXTEND PEX-A PIPING WITHIN PVC SLEEVE BELOW SLAB TO

SINK AND DISHWASHER. EXTEND FLEXIBLE GAS TUBING WITHIN PVC

SLEEVE TO GAS RANGE.

PVC SLEEVE TO RISE C/W LONG RADIUS ELBOWS. EXTEND 12" DCW, 12"

DHW AND 3 4" DHWR PEX-A LINES WITHIN SLEEVE TO SERVE SINK.

1

2

3

4

5

6

7

8

9

10

11

GENERAL NOTES - PLUMBING

1. CONTRACTOR SHALL BE FAMILIAR WITH, REFER TO, AND COMPLY WITH ALLLOCAL CODES. ALL MECHANICAL WORK SHALL COMPLY IN EVERY RESPECT

WITH THE LATEST EDITIONS OF THE NATIONAL, PROVINCIAL AND MUNICIPAL

BUILDING CODES, NFPA, ASHRAE, SMACNA, AND ANY ADDITIONALREQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION.

2. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL NOT BE SCALED. THEY

ESTABLISH DESIGN INTENT AND ARE NOT INTENDED TO BE DETAILED

INSTALLATION DOCUMENTS. MECHANICAL CONTRACTOR SHALL ALLOW IN

THEIR CONTRACT PRICE ALL COMPONENTS REQUIRED TO PROVIDE ACOMPLETE AND FUNCTIONAL MECHANICAL INSTALLATION.

3. ANY OMISSIONS OR DISCREPANCIES IN THE DRAWINGS SHALL BE BROUGHT

TO THE IMMEDIATE ATTENTION OF THE CONSULTANT FOR CLARIFICATION.

COMPENSATION FOR ADDITIONS TO THE CONTRACT AFTER BID CLOSING

WILL BE REJECTED.

4. JOB SITE SHALL BE INSPECTED PRIOR TO COMMENCEMENT OF WORK ANDAPPROPRIATE PROVISIONS MADE FOR ALL SITE CONDITIONS. EXACT

PLACEMENT OF MECHANICAL EQUIPMENT AND SIZING/ROUTING OF

MECHANICAL SYSTEMS SHALL BE SITE CONFIRMED AND COORDINATED WITHTHE ARCHITECTURAL, ELECTRICAL, AND STRUCTURAL DRAWINGS AND

TRADES. REROUTE/RESIZE PIPING AND RELOCATE EQUIPMENT AND

COMPONENTS AS REQUIRED.

5. ALLOW FOR ANY MODIFICATIONS OR REBALANCING OF EXISTING SYSTEMS

AND COMPONENTS AS REQUIRED TO COMPLETE RENOVATION WORK.

6. CAREFULLY EXAMINE THE DRAWINGS OF OTHER TRADES. COORDINATE THEELECTRICAL REQUIREMENTS OF ALL MECHANICAL EQUIPMENT WITH THE

ELECTRICAL CONTRACTOR. AN APPROVED FIRE STOP SYSTEM SHALL BE

APPLIED AT ALL PENETRATIONS OF WALLS OR FLOORS DENOTED TO BE FIRESEPARATIONS ON THE ARCHITECTURAL DRAWINGS. REFER TO

ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHTS OF FIXTURES.

7. A MEANS OF BALANCING EACH BRANCH OF HYDRONIC SYSTEMS AND

COMPONENT SHALL BE PROVIDED. ISOLATION VALVES SHALL BE PROVIDED AS

REQUIRED TO SERVICE OR REPLACE EACH PIECE OR GROUP OF EQUIPMENT.

8. ACCESS DOORS SHALL BE PROVIDED AS REQUIRED TO SERVICE VALVES ANDMECHANICAL EQUIPMENT.

9. ALL PIPING AND EQUIPMENT SHALL BE INSULATED TO THE REQUIREMENTS OF

THE LATEST EDITION OF ASHRAE 90.1 AND FOR NEW CONSTRUCTION, TO

THE REQUIREMENTS OF THE NATIONAL ENERGY CODE OF CANADA. ALL VENT

PIPES WITHIN 10' (3M) OF THERMAL ENVELOPE PENETRATION SHALL BETHERMALLY INSULATED.

10. ALL CUTTING AND/OR PATCHING OF ROOFS, WALLS OR FLOORS SHALL BE BY

THE GENERAL CONTRACTOR UNLESS SPECIFICALLY INDICATED OTHERWISE.

11. ALL DRAIN STUB UPS WITHIN CURB ADJACENT COOLER/FREZZERS TO BE AT 2"

A.F.F. UNLESS OTHERWISE NOTED.

12. ALL DRAINS TO BE INDIVIDUALLY TRAPPED UNLESS SHOWN OTHERWISE. ALL

TRAPS TO BE PRIMED OR EQUIPPED WITH WADE TRAP GUARDS EXCEPT FORDRAINS THAT ARE EXPECTED TO REGULARLY RECEIVE CONDENSATE.

13. ALL TRENCH DRAINS TO HAVE HEAVY DUTY GRATES (GRATE TYPES VARY).

REFER TO SCHEDULES.

14. ALL GREASE INTERCEPTORS TO BE RECESSED IN SLAB, WITH COVERS INSTALLED

FLUSH WITH FINISHED FLOOR.

15. EXACT LOCATIONS AND QUANTITY OF FLOOR DRAINS, HUB DRAINS

(INCLUDING PIPES THROUGH FLOOR) AND TRANSIT PITS TO BE CONFIRMEDBY SOBEYS REFRIGERATION CONTRACTOR PRIOR TO INSTALLATION.

16. ALL HUB DRAINS (PIPES THROUGH FLOOR) THAT ARE NOT USED ARE TO

CAPPED.

17. CAREFULLY EXAMINE ALL DRAWINGS OF OTHER TRADES. COORDINATE THE

EXACT SIZES, LOCATIONS AND INVERTS OF ALL SEWERS WITH CIVILDRAWINGS AND ON SITE.

18. ALL DRAINAGE SYSTEMS AND TRAPS SHALL BE VENTED. ALL VENTING SHALL BE

INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL,

PROVINCIAL AND MUNICIPAL BUILDING CODES AND ANY ADDITIONALREQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION. SYSTEM

SHALL BE INSTALLED SUCH THAT ABOVE-GRADE VENTS ARE LOCATED IN

INCONSPICUOUS LOCATIONS WHERE POSSIBLE.

19. DWV PIPING AND ELECTRICAL/CONTROL WIRING INSTALLED WITHIN H.V.A.C.

PLENUMS SHALL HAVE A FLAME SPREAD RATING NOT EXCEEDING 25 AND ASMOKE DEVELOPED RATING NOT EXCEEDING 50 WHEN TESTED IN

ACCORDANCE WITH ASTM E84 (UL 723).

20. PROVIDE DIELECTRIC COUPLINGS WHERE COMPONENTS OF DISSIMILAR METAL

ARE JOINED.

21. ENSURE THAT ALL TRAPS SERVING FLOOR DRAINS ARE PRIMED OR FITTED

WITH WADE TRAPS GUARDS.

22. PROVIDE AUTOMATIC AIR VENTS AT ALL HIGH POINTS OF THE SYSTEM.

23. GAS PIPING SHALL BE BLACK STEEL TO ASTM A-53 SCHEDULE 40, 150 LB.

STANDARD BLACK MALLEABLE IRON SCREW FITTING FOR SIZES BELOW 212".

ALL MATERIALS AND INSTALLATION SHALL CONFIRM TO ALL REQUIREMENTS

OF THE LATEST EDITION OF CSA B149.1 NATURAL GAS AND PROPANE

INSTALLATION CODE AND ALL LOCAL GAS NOTICES.

PLUMBING LEGENDSANITARY BELOW GRADE

STORM BELOW GRADE

PLUMBING VENT

PVC SLEEVE BELOW GRADE

GREASE INTERCEPTORS

SOLIDS INTERCEPTOR

TRANSIT PIT

BACK WATER VALVE

TRENCH DRAIN

CLEANOUT

FLOOR DRAIN

HUB DRAIN

FUNNEL FLOOR DRAIN

REFRIGERATION PIT TAG

EQUIPMENT TAG

DRAWING NOTE

ST

BWV

HD

FFD

REF. PIT

NO. ##

#

EQP

#

SCALE:M1.2N

FOUNDATION PLAN - PLUMBING RENOVATION1/8"=1'-0"

1

Page 3: NEJMARK - project.wrightconstruction.ca Files... · winnipeg, mb r3l 0j9 (204) 272-3255 job: foundation plan - plumbing renovation m1.2 drawings notes - foundation plan plumbing renovation

8'

HUSSMANN

ZEP

WIL

L CA

LLCA

BINE

T (N

)

DIGITAL T

V

(2) A

GED

MEA

TDI

SPLA

Y(D

ETAI

LS T

.B.C

.)

15'-4 5/8"

3'-3 1/8"

9'-7 1

/8"

3'-3 1/8"

11'-4 5

/8"

16'-7 1

/8"

12'-2 1/4"

4'-9 3

/8"

14'-8"

12'-11 3/8"

4'-9 1

/4"

3'-0 1

/2"

19'-11 3

/8"

5'-6 5/8"

0"

9'-4 5/8"

4'-11 3/4"

2'-3 1

/2"

1'-8 1/2"

13'-9 1

/8"

10'-9 7/8"

12'-10 1/4"

14'-10 3

/4"

4'-4"

4'-1 1/4"

10'-7 1

/8"

13'-6 5/8"

11'-1 1

/8"

9'-7 3/8"

10'-7 3

/4"

15'-6 1/4"

1'-10 5

/8"

9'-2"

2'-9 1

/2"

4'-6 7

/8"

21'-5 1/8"

21'-5 1/8"

15'-3 3

/8"

6'-11 3/8"

13'-1 3

/4"

1'-8 3

/4"

2'-9 5/8"

6'-5"

7'-10 1

/4"

9'-10"

12'-4 1

/4"

8'-9 3/4"5'-1 5

/8"

11'-9"

7'-8 5

/8"

21'-1 1/4"

14'-4"

10'-1 3/8"

7'-3 5

/8"

4'-8 1/8"

14'-8 1

/4"

14'-8 1

/4"

7'-0 5/8"

5'-0 3

/8"

22'-10 1/8"

3'-3 1/8"

14'-2 1

/8"

14'-2 7/8"

13'-1 7

/8"

13'-6"

3'-3 1/8"

14'-9 7

/8"

12'-8 7

/8"

17'-11 3/4"

5'-3 5/8"

13'-1 7

/8"

8'-8 1/8"

3'-2 5

/8"

4'-4 5

/8"

1'-1 1/8"

10'-3 1

/8"

22'-7 1/4"

8'-6 7

/8"

16'-8 3/4"8"

10'-7 5

/8"

11'-8 7/8"

4'-9 1

/4"

21'-1"

11 7

/8"

22'-2 5/8"

5'-7"

18'-4 1/2"

1'-0 7

/8"

25'-10 5

/8"

7'-7 1/4"4'-11"

11'-7 1

/8"

8'-2 3/8"

9 7

/8"

15'

18'

25'-0 1/4"

9'-0 5/8"

6'-9 7

/8"

7 1

/4"

7'-8 1/8"

9'-3 3/8"

7'-5 5

/8"

9'-0 5/8"

10'-4 3

/8"

15'-3"

22'-1 1/4"

9'

15'-7"

17'-8 3/8"

3 5

/8"

8'-8 3/8"

6 5

/8"

2 1

/2"

14'-3 1/8"

27'-1"

4'-2 1

/4"

2'-0 1/4"

12'-0 3

/8"5

'-3 1

/4"

16'-2 3/4"

8'-7"

11'-4 3

/8"

2'-10 3

/4"

1'-10 3/8"

11'-7"

7'-0 1

/8"

9'-5 1

/8"

5'-9 1/8"

9'-6 3

/8"

9'-5 5/8"

17'-1"

4'-7 5/8"

5'-7 3

/8"

3'-0 7/8"

13'-9 5/8"8'-7 1

/4"

4'-6 3/4"

3'-3 1

/8"

2'-8 1

/4"

14'-6"

6'-1 7

/8"

16'-11 7/8"

NO. 12

REF PIT

NO. 11

REF PIT

13'-8 3/4"

7'-6 7

/8"

8'-4 5/8"

2'-3 3

/8"

5'-9 1

/2"

22'-5 1/4"

15'-9 3/8"6'-8 1

/2"

NO. 02

REF. PIT

NO. 01

REF. PIT

6'-5"

13'-3"

2'-4 5

/8"

12'-3 5

/8"

10'-8 5

/8"

9'-5 1/2"

NO. 04

REF. PIT

NO. 08

REF. PITNO. 07

REF. PIT

NO. 06

REF. PIT

NO. 14

REF. PIT

NO. 13

REF. PIT

2'-7 7

/8"

1'-4 3/8"

NO. 15

REF. PIT

NO. 16

REF. PIT

NO. 21

REF PIT

NO. 22

REF PIT

NO. 23

REF PIT

NO. 05

REF. PIT

26'-8 3/4"

9'-0 1

/4"

6 1/8"

2'-9 3

/4"

5'-1 3

/8"

22'-11 5/8"

20'-9 1/2"

5'-1 3

/8"

11'-4 5

/8"

13'-5 1/8"

3'-5 1/2"

2'-6"5'-5"

5 1/4"

5'-4 7/8"

6'-8 7

/8"

11'-4"

11'-8 3/4"

9'-1 1/4"

9'-6 3

/8"

7'-2 7

/8"

8 1/8"

2'-7 7

/8"

4 1/8"

22'-1 3/8"8'-10"

8'-2 5

/8"

3'-5 1/4"

13'-10 3

/8"

16'

9'-4"

14'-9 5/8"

8'-4 1/8"

8'-3 5

/8"

1'-9 1

/2"

3 7/8"

20'-7 3/4"

5'-1 1/4"

3 1/8"

3'-10"

3'-8 3

/4"

13'-8 3/8"

NO. 03

REF. PIT

NO. 09

REF. PIT

NO. 10

REF. PIT

NO. 17

REF PIT

NO. 18

REF PIT

NO. 19

REF PIT

NO. 20

REF PIT

3'-8 1

/8"

7 5/8"

15'-6 1/8"

12'-10 1

/2"

1'-6 3

/8"

11'-6 7/8"11'-6 7/8"

4'-8 1

/4"

9'-11 1/8"

9'-11 1/8"

8'-9 3/4"

12'-6 1

/2"

7'-2 1/8"

9'-7 7

/8"

3'-6 5

/8"

15'-9 1/2"

4'-9 1

/8"

25'-1"

10'-9 7/8"4'-9 1

/8"

11'-3"

6'-3 3

/8"

14'-3 5/8"

18'-6 7/8"

14'-7 7

/8"

14'-3 5/8"

8'-10 3

/4"

5'-8 1/2"

1'-3 3

/8"

2'-2 7/8"

3'-7 3

/4"

4'-7 3/4"

11 1

/8"

2'-8 7/8"

7'-8 3

/4"

10'-0 3

/8" 18'-5 5/8"

14'-2 1/8"

15'-3 3

/8"

16'-1 7/8"

11'-11 5/8"

13'-0 7

/8"

15'-7 1

/4"

18'-4 1/4"

2-54 Adelaide Street Winnipeg Manit aob R3A 0V7

P 204 947 3775 F 204 947 3789 www.nejmark.mb.ca

N E J M A R KA R C H I T E C T

PROJECT TITLE:

SHEET TITLE:

COMMISSION NUMBER: SHEET NUMBER:

SOBEYS VARSITY COMMONS

1550- 8 St. E, SASKATOON,

SASKATCHEWAN

Drawings and specifications, as instruments of service are the property of the architect, the

copyright in the same being reserved to them. No reproduction may be made without the

permission of the architects, and when made, must bear their names. All prints to be returned.

The contractor is to verify dimensions and date noted herein with conditions on the site and is

held responsible for reporting discrepancy to the architects for adjustment.

DRAWN BY:

PRINTING DATE:

STAMP

No. ISSUED FOR DATE BY

1607

PSG2016.03.09

PERMIT AND TENDER1

JA

2016.03.09

2-472 STRADBROOK AVENUE

W I N N I P E G , M B R 3 L 0 J 9

( 2 0 4 ) 2 7 2 - 3 2 5 5

J O B :

FOUNDATION PLAN - DRAINS,

PITS AND SLEEVES

M1.3

REFRIGERATION PIT SCHEDULE

REFRIGERATIONPIT NO.:

DIMENSIONS NOTES

REF. PIT NO. 01 24"X24" PLASTIC INSERTS

REF. PIT NO. 02 24"X24" PLASTIC INSERTS

REF. PIT NO. 03 36"X36" PLASTIC INSERTS

REF. PIT NO. 04 24"X24" PLASTIC INSERTS

REF. PIT NO. 05 24"X24" PLASTIC INSERTS

REF. PIT NO. 06 24"X24" PLASTIC INSERTS

REF. PIT NO. 07 24"X24" PLASTIC INSERTS

REF. PIT NO. 08 24"X24" PLASTIC INSERTS

REF. PIT NO. 09 24"X24" PLASTIC INSERTS

REF. PIT NO. 10 24"X24" PLASTIC INSERTS

REF. PIT NO. 11 24"X24" PLASTIC INSERTS

REF. PIT NO. 12 24"X24" PLASTIC INSERTS

REF. PIT NO. 13 24"X24" PLASTIC INSERTS

REF. PIT NO. 14 24"X24" PLASTIC INSERTS

REF. PIT NO. 15 24"X24" PLASTIC INSERTS

REF. PIT NO. 16 24"X24" PLASTIC INSERTS

REF. PIT NO. 17 24"X24" PLASTIC INSERTS

REF. PIT NO. 18 24"X24" PLASTIC INSERTS

REF. PIT NO. 19 24"X24" PLASTIC INSERTS

REF. PIT NO. 20 24"X24" PLASTIC INSERTS

REF. PIT NO. 21 24"X24" PLASTIC INSERTS

REF. PIT NO. 22 24"X24" PLASTIC INSERTS

REF. PIT NO. 23 24"X24" PLASTIC INSERTS

SCALE:M1.3N

FOUNDATION PLAN - DRAINS PITS AND SLEEVES1/8"=1'-0"

1

GENERAL NOTES - FOUNDATION PLAN

1. REFRIGERATION IN-FLOOR ACCESS PIT C/W 6"X6" PVC JUNCTION BOX(TYPICAL). COORDINATE ALL REQUIREMENTS WITH REFRIGERATION

CONTRACTOR PRIOR TO INSTALLATION OF PIPING. CONDUIT TYPESINDICATED ON DRAWING ARE TO BE INSTALLED AS FOLLOWS:

A. PVC TRANSIT LINE (REFRIGERATION) - BY MECHANICALB. 2" PVC (ELECTRICAL) LINE VOLTAGE - BY ELECTRICAL

C. 2" ABS (ELECTRICAL) LOW LINE VOLTAGE - BY ELECTRICAL

SUPPLY OF PIT BY GENERAL CONTRACTOR. INSTALLATION OF PIT BYMECHANICAL CONTRACTOR. INSTALLATION OF JUNCTION BOXES BY

ELECTRICAL CONTRACTOR. TRANSIT LINES TO SLOPE AT 116" PER FOOTTOWARD COMPRESSOR ROOM. REFER TO DETAIL ON DETAIL DRAWING.

Page 4: NEJMARK - project.wrightconstruction.ca Files... · winnipeg, mb r3l 0j9 (204) 272-3255 job: foundation plan - plumbing renovation m1.2 drawings notes - foundation plan plumbing renovation

12Ø

EXISTING HWT TO REMAIN

1

2

112"

112"

112"

12"

12"

34"

34"

34"

1"

12"

114"

34"

114"

34"

114"

112"

12"

114"

112"

12"

114"

112"

12"

34"

114"

12"

34"

1"

12"

34"

34"

12"

34"

34"

12"

12"

12"

34"

12"

12"

12"

34"

34"

34"

34"

34"

34"

34"

34"

34"

34"

12"

12"

12"

12"

34"

34"

34"

34" 3

4"3

4"

1"

1"

34"

34"

34"

34"

34"

34"

114"

114"

34"

34"

12"

34"

12"

112"

34"

12"

112"

34"

12"

12"

12"

34"

112"

34"

12"

12"

1"

112"

12"

1"

112"

12"

12"

12"

12"

12"

12"

12"

12"

34"

34"

34"

12"

34"

34"

G 34"

114"

E4

UH

E5

UH

G3

4

5

6

7

8

9

2-54 Adelaide Street Winnipeg Manit aob R3A 0V7

P 204 947 3775 F 204 947 3789 www.nejmark.mb.ca

N E J M A R KA R C H I T E C T

PROJECT TITLE:

SHEET TITLE:

COMMISSION NUMBER: SHEET NUMBER:

SOBEYS VARSITY COMMONS

1550- 8 St. E, SASKATOON,

SASKATCHEWAN

Drawings and specifications, as instruments of service are the property of the architect, the

copyright in the same being reserved to them. No reproduction may be made without the

permission of the architects, and when made, must bear their names. All prints to be returned.

The contractor is to verify dimensions and date noted herein with conditions on the site and is

held responsible for reporting discrepancy to the architects for adjustment.

DRAWN BY:

PRINTING DATE:

STAMP

No. ISSUED FOR DATE BY

1607

PSG2016.03.09

PERMIT AND TENDER1

JA

2016.03.09

2-472 STRADBROOK AVENUE

W I N N I P E G , M B R 3 L 0 J 9

( 2 0 4 ) 2 7 2 - 3 2 5 5

J O B :

SCALE:M1.4N

MAIN FLOOR PLAN - PLUMBING DEMOLITION1/8"=1'-0"

1

MAIN FLOOR PLAN -

PLUMBING DEMOLITION

M1.4

PLUMBING LEGENDDOMESTIC WATER DEMO

EXISTING DOMESTIC COLD WATER

PIPE ELBOW DROP

PIPE ELBOW RISE

PIPE TEE DROP

ISOLATION VALVE

DRAWING NOTE

EQUIPMENT TAG

#

#

EQP

DRAWINGS NOTES - PLUMBINGDEMOLITION

EXISTING 6" INCOMING WATER SERVICE UP TO EXISTING SPRINKLER

TREE AND WATER METER TO REMAIN. UPON COMPLETION OFRENOVATION WORK, DEMOLISH EXISTING DOMESTIC COLD WATER

MAIN BELOW GRADE. REFER TO PLUMBING RENOVATION DRAWINGSFOR CONTINUATION.

EXISTING WATER LINE EXTENDING BELOW SLAB TO TRAP PRIMERS.

DETERMINE ROUTING ON SITE AND CAP ALL LINES SERVINGDEMOLISHED PRIMED TRAPS.

EXISTING GAS LINE DOWN FROM ROOF SERVING OVENS TO REMAIN

FOR EXTENSION TO RELOCATED OVENS.

RETAIN WATER AND SANITARY LINES SERVING EXISTING MEZZANINE

FIXTURES FOR RECONNECTION.

EXISTING GAS LINE DOWN FROM ROOF SERVING HWT AND UNIT

HEATERS TO REMAIN.

TEMPORARILY DISCONNECT GAS LINES SERVING RELOCATED UNIT

HEATERS.

RETAIN DOMESTIC WATER LINES UP TO HOT WATER HEATER

MOUNTED ABOVE STAIRWELL FOR RECONNECTION TO NEW WATERSERVICES.

RETAIN EXISTING WATER LINE SERVING EXTERIOR HOSE BIBB FOR

RECONNECTION TO NEW WATER PIPING

EXISTING RAIN WATER THROUGH SLAB TO REMAIN. REFER TO

PLUMBING RENOVATION DRAWINGS FOR CONTINUATION.

1

2

3

4

5

6

7

8

9

GENERAL NOTES - PLUMBINGDEMOLITION

1. MECHANICAL DESIGN IS BASED ON INFORMATION AVAILABLE FROM

RECORD DRAWINGS AND SITE VISIT, FOR REFERENCE. MECHANICALCONTRACTOR TO REMOVE OR ABANDON IN PLACE ALL DOMESTIC

WATER LINES SERVING DEMOLISHED AND RELOCATED FIXTURESAND EQUIPMENT.

2. ALL EXISTING BELOW GRADE DOMESTIC WATER PIPING SHALL BE

ABANDONED UPON COMPLETION OF WORK AS SHOWN.

3. COORDINATE PHASING OF DEPARTMENT SHUT DOWNS WITHGENERAL CONTRACTOR AND PROJECT MANAGER. EXISTING

UNDERGROUND WATER SUPPLIES TO EXISTING DEPARTMENTS TOREMAIN OPERATIONAL AT ALL TIMES.

4. STAFF MEZZANINE DOMESTIC WATER AND SANITARY PIPING TO BE

RETAINED FOR RECONNECTION TO NEW PLUMBING SYSTEM.

5. ALL BELOW GRADE PIPING SHOWN TO BE DEMOLISHED SHALL BECAPPED BELOW GRADE AND ABANDONED.

6. CONTRACTOR SHALL BE FAMILIAR WITH, REFER TO, AND COMPLY

WITH ALL LOCAL CODES. ALL MECHANICAL WORK SHALL COMPLYIN EVERY RESPECT WITH THE LATEST EDITIONS OF THE NATIONAL,

PROVINCIAL AND MUNICIPAL BUILDING CODES, NFPA, ASHRAE,SMACNA, AND ANY ADDITIONAL REQUIREMENTS OF THE LOCALAUTHORITY HAVING JURISDICTION.

7. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL NOT BE SCALED.

THEY ESTABLISH DESIGN INTENT AND ARE NOT INTENDED TO BEDETAILED INSTALLATION DOCUMENTS. MECHANICAL CONTRACTOR

SHALL ALLOW IN THEIR CONTRACT PRICE ALL COMPONENTSREQUIRED TO PROVIDE A COMPLETE AND FUNCTIONAL

MECHANICAL INSTALLATION.

8. ANY OMISSIONS OR DISCREPANCIES IN THE DRAWINGS SHALL BEBROUGHT TO THE IMMEDIATE ATTENTION OF THE CONSULTANT

FOR CLARIFICATION. COMPENSATION FOR ADDITIONS TO THECONTRACT AFTER BID CLOSING WILL BE REJECTED.

9. JOB SITE SHALL BE INSPECTED PRIOR TO COMMENCEMENT OF WORK

AND APPROPRIATE PROVISIONS MADE FOR ALL SITE CONDITIONS.

EXACT PLACEMENT OF MECHANICAL EQUIPMENT ANDSIZING/ROUTING OF MECHANICAL SYSTEMS SHALL BE SITE

CONFIRMED AND COORDINATED WITH THE ARCHITECTURAL,ELECTRICAL, AND STRUCTURAL DRAWINGS AND TRADES.REROUTE/RESIZE PIPING AND RELOCATE EQUIPMENT AND

COMPONENTS AS REQUIRED.

10. ALLOW FOR ANY MODIFICATIONS OF EXISTING SYSTEMS ANDCOMPONENTS AS REQUIRED TO COMPLETE RENOVATION WORK.

11. CAREFULLY EXAMINE THE DRAWINGS OF OTHER TRADES.

COORDINATE THE ELECTRICAL REQUIREMENTS OF ALL MECHANICALEQUIPMENT WITH THE ELECTRICAL CONTRACTOR. AN APPROVED

FIRE STOP SYSTEM SHALL BE APPLIED AT ALL PENETRATIONS OFWALLS OR FLOORS DENOTED TO BE FIRE SEPARATIONS ON THE

ARCHITECTURAL DRAWINGS. REFER TO ARCHITECTURALELEVATIONS FOR MOUNTING HEIGHTS OF FIXTURES.

12. ALL CUTTING AND/OR PATCHING OF ROOFS, WALLS OR FLOORS

SHALL BE BY THE GENERAL CONTRACTOR UNLESS SPECIFICALLYINDICATED OTHERWISE.

13. CAREFULLY EXAMINE ALL DRAWINGS OF OTHER TRADES.

COORDINATE THE EXACT SIZES, LOCATIONS AND INVERTS OF ALLSEWERS WITH CIVIL DRAWINGS AND ON SITE.

Page 5: NEJMARK - project.wrightconstruction.ca Files... · winnipeg, mb r3l 0j9 (204) 272-3255 job: foundation plan - plumbing renovation m1.2 drawings notes - foundation plan plumbing renovation

CASE

CASE

CASE

CASE

CASE

CASE

CASE

8'

HUSSMANN

WIL

L CA

LLCA

BINE

T (N

)

(2) A

GED

MEA

TDI

SPLA

Y(D

ETAI

LS T

.B.C

.)

B320B321

HW CW HWCW

S-2

S408

S321

S320

12"

8

S321S320

CW

HW

S-5S-4

B321

B320

34 "

CW

HW

CW

HW

4

B321

CW

HW

LAV-1

U-1

WC-1

18

D321 D321

X320

G50517

G415

10S-7

CW

HW

4

S-6

CW

HW

G22

1"

1"

1"12"

HW CW HW CW

X321

H410

H409

H408

G

7

11

12

H407 13

H405 14

34"

GAS

GAS

GAS

HW

112" GAS

CW

RO 27H415

H320

H321

12 "

4

H321

3"

23

3"

MIXMIXMIXMIX

W81920

12 "

U320

U321

H407

CW

S-8

HW

CW

F321

F500

MIX

MIX

MIX

MIX

MIX

MIX

MIX

MIX

MIX

MIX

MIX

W8192012"

W81920

W81920

W822

MIX-212 "

P321

25

P321

4

34 "

34" GAS

WC-1

LAV-2

12"

34 "

5

5

5

2

M 3

B420

B421

6

6

B421 6

GAS

GAS

ROS

ROS

ROS

12"

114" GAS

12"

44

G

P320

9

4

HW

CW

B320

GAS

RECONNECT EXISTING

NON-FREEZE WALLHYDRANT

W819 20

12" 12"

MIX

MIX

MIX

MIX

MIX

MIX

MIX

12"

34"

12"

EXTEND 3 4" DCW,DHW AND DHWR

UNDER CASES

WC-1

WC-1

1"

12 "

12 "

1"

W82316

26

HW

CW

1"

MIX-1

X321

12 "

CW

HW

RO

RO

RO

RO

RO

RO

EXTEND 3 4" DCW,DHW AND DHWRUNDER CASES

EXISTING ROS MACHINE

S-3

S-3

RO RO

RO

RO

34" PEX

12"

34"

W81920

W81920

MIX-1

MIXMIXMIXMIXMIXMIXMIXMIXMIXMIXMIXMIXMIXMIXMIXMIXMIXMIXMIXMIXMIXMIX

LAV-1

STST

STST

STST

ST

STST

STST

STST

ST

STST

STST

STST

ST

STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST

STST

ST

G

RORO

W82316

RORORORO

RO

RO

RO

RO

RO

RORO

RO

RO

RO

RO

RO

34"

CW

HW

CW

HW

HW

CW

B321

HW CW

MIX

MIX

MIX

MIX

MIX

MIX

MIX

MIX

MIX

MIXMIX

MIX

MIX

MIX

MIX

MIX

12 "

34 "

12"

W819 20

12"

W819

RO

RO

RO

P321 15

58" PEX

34"

34"

34"

12"

R1

UH

R2

UH

1

4

4

4

25

10

15

GGGGG

19

MIX 1

2"

DROP TO 7'-6" AFF AND

EXTEND ALONG CASES

34 "

21 31

28

20

12"

STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST

U321

STST

34 "

EXISTING HWT

112"

34"

34"

114"

34"

114"

34"

112"

2"

12"

12"

114"

34"

M

1"

1"

112"

34"

34"

2"

34 "

34"

1"

1"

2"3

4"

1"

2"

2"

212"

34"

1"

2"

34"

1"

2"

34"

1"

2"

34"

1"

2"

MIX

MIX

34"

34"

34"

12"

34"

34"

34"

34"

12"

34"

34"

34"

34"

1"

34"

2"

2"

34"

2"

2"

34"

2"

2"

34"

2"

2"

12" 3

4"

34"

112"

2"

34"

112"

2"

114"

34"

34"

34"

12 "

34"

34"

34"

34"

112"

34"

34"

114"

34"

1"

34"

1"

1" 34"

1"

2"

1"

34"

2"

34"

2"

112"

34"

112"

34"

34" GAS

112" GAS

114"

34"

E4

UH

E5

UH

G

29

4

10

W819 20

1"

DROP LINES BENEATHMEZZANINE

DROP LINES BENEATHMEZZANINE

30

34"

15

4

W81920

30

4

4

112" GAS

4" @ 1:100 4" @ 1:100

4" @ 1:100

3" @ 1:50

3" @ 1:50

3" @ 1:50

24

24

DROP LINES BENEATH

MEZZANINE

DROP LINESBENEATH

MEZZANINE

EXISTING HWT

ON MEZZANINE

2"112"

29

2"

23

3"

24

3232

TMV-1EW-1

34"

2-54 Adelaide Street Winnipeg Manit aob R3A 0V7

P 204 947 3775 F 204 947 3789 www.nejmark.mb.ca

N E J M A R KA R C H I T E C T

PROJECT TITLE:

SHEET TITLE:

COMMISSION NUMBER: SHEET NUMBER:

SOBEYS VARSITY COMMONS

1550- 8 St. E, SASKATOON,

SASKATCHEWAN

Drawings and specifications, as instruments of service are the property of the architect, the

copyright in the same being reserved to them. No reproduction may be made without the

permission of the architects, and when made, must bear their names. All prints to be returned.

The contractor is to verify dimensions and date noted herein with conditions on the site and is

held responsible for reporting discrepancy to the architects for adjustment.

DRAWN BY:

PRINTING DATE:

STAMP

No. ISSUED FOR DATE BY

1607

PSG2016.03.09

PERMIT AND TENDER1

JA

2016.03.09

2-472 STRADBROOK AVENUE

W I N N I P E G , M B R 3 L 0 J 9

( 2 0 4 ) 2 7 2 - 3 2 5 5

J O B :

SCALE:M1.5N

MAIN FLOOR PLAN PLUMBING RENOVATION1/8"=1'-0"

1

MAIN FLOOR PLAN -

PLUMBING RENOVATION

M1.5

PLUMBING LEGENDEXISTING DOMESTIC COLD WATER

EXISTING NATURAL GAS

EXISTING STORM ABOVE GRADE

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DOMESTIC HOT WATER RECIRC

NATURAL GAS

SANITARY ABOVE GRADE

STORM ABOVE GRADE

PLUMBING VENT

REVERSE OSMOSIS

MIXED WATER

THERMAL INSULATION

PIPE ELBOW DROP

PIPE ELBOW RISE

PIPE TEE DROP

ISOLATION VALVE

FLOOR DRAIN

ROOF DRAIN

PUMP

NON-FREEZE WALL HYDRANT

HOSE BIBB

WATER METER

GAS METER

FIRE DEPARTMENT CONNECTION

CLEANOUT

DRAWING NOTE

EQUIPMENT TAG

G

ST

G

ST

RO

MIX

M

M

#

#

EQP

DRAWINGS NOTES - PLUMBING

RENOVATION

EXISTING WATER METER, BACKFLOW ASSEMBLY AND SPRINKLER TREE TO REMAIN.EXTEND NEW 2" DOMESTIC COLD WATER MAIN TO HIGH LEVEL FOR

DISTRIBUTION.

EXISTING NATURAL GAS METER & PRV TO REMAIN.

EXISTING NATURAL GAS LINE UP BUILDING TO ROOF ALONG EXTERIOR OF

BUILDING. EXTEND NEW 112" NATURAL GAS LINE TO ROOF ADJACENT TO

EXISTING GAS MAIN.

CONNECT DHWR LINE TO DHW LINE AT LOW LEVEL, WITHIN CLOSE PROXIMITY

TO FIXTURE(S).

EXTEND 3 4" PEX-A DCW, 3 4" PEX-A DHW AND 3 4" PEX-A DHWR WITHIN PVCSLEEVE BENEATH SLAB.

EXTEND 3 4 " PEX-A REVERSE OSMOSIS LINE TO PROOFER RETARDER. EXTEND 3 4"

PEX-A REVERSE OSMOSIS AND 114 " GAS TO ROTATING DOUBLE RACK OVEN.

EXTEND GAS LINE FROM ROOF DOWN WALL TO LOW LEVEL TO SERVE COOKINGEQUIPMENT. PROVIDE VALVED AND THREADED GAS CONNECTION FOR

KITCHEN APPLIANCES C/W ULC/CSA LISTED 48" LONG BRAIDED S/S FLEXIBLE GAS

HOSE C/W QUICK CONNECTION (TYPICAL). COORDINATE FIRE SUPPRESSION

REQUIREMENTS, INCLUDING BUT NOT LIMITED TO AUTOMATIC GAS VALVE,WITH SUPPRESSION SYSTEM SUPPLIER.

EXTEND 12" PEX-A REVERSE OSMOSIS LINE AND 12" DCW LINE DOWN WITHINWALL TO HOSE BIBBS SERVING LOBSTER STEAMER AND LOBSTER TANK FILL.

DROP WATER LINES FROM HIGH LEVEL TO ABOVE CEILING IN INCONSPICUOUS

LOCATION, OUT OF COSTUMERS VIEW.

INSTALL AIR ADMITTANCE VALVE ON SINK VENT. PROVIDE 3"Ø INCONSPICUOUS

OPENING WITHIN CABINET FOR AIR TRANSFER.

114 " NATURAL GAS LINE TO GAS RANGE AND OVEN.

114" NATURAL GAS LINE TO GAS BROILER.

12 " DHW AND 3 4" NATURAL GAS LINES TO ROTISSERIE.

34" ROS PEX-A LINE AND 34" DCW LINE TO COMBI OVEN.

INSTALL 34" PEX-A CAPPED REVERSE OSMOSIS LINE ABOVE T-BAR FOR MISTINGSYSTEM BY OTHERS.

34" DCW LINE TO NON-FREEZE HOSE BIBB C/W BACK FLOW PREVENTION IN

RECESSED LOCKABLE CABINETS MOUNTED FLUSH WITH WALL AT 24" A.F.F.

ENSURE HOSE BIBB PLUMBING IS TOTALLY CONCEALED WITHIN WALL.

EXTEND GAS LINE DOWN WITHIN WALL AND THROUGH PVC SLEEVE WITH

LONG RADIUS ELBOWS BENEATH SLAB TO COMMUNITY ROOM RANGE. PROVIDE

FLEXIBLE GAS CONNECTION TO RANGE.

PROVIDE 2" SANITARY LINE C/W PRIMED TRAP FOR EVAPORATOR CONDENSATE.EXTEND TO LOW LEVEL WITHIN WALL. REFER TO FOUNDATION PLAN FOR

CONTINUATION.

PROPOSED LOCATION OF RELOCATED FIRE DEPARTMENT CONNECTION (TO BECONFIRMED BY SPRINKLER TRADE).

QUICK CONNECT TO TEMPERED WATER SUPPLY VALVE AND REGULATOR, 12"LINE, MOUNTED 6" ABOVE CASES BEHIND FASCIA OR 60" A.F.F. FOR CASE WASHDOWN. FINAL CONNECTIONS TO REFRIGERATION CASE WATER SPRAY HOSE BY

REFRIGERATION CONTRACTOR.

EXTEND 12" DCW AND 12" DHW TO NOODLE BAR EQUIPMENT BENEATH SLABTHROUGH PVC SLEEVE WITH LONG RADIUS ELBOWS. CONFIRM EXACT

REQUIREMENTS ON SITE PRIOR TO INSTALLATION.

EXTEND 12" DCW, 12" DHW AND 3 4" DHWR LINES DOWN WITHIN WALL. EXTENDPEX-A PIPING WITHIN PVC SLEEVE BELOW SLAB TO SINK AND DISHWASHER.PROVIDE BACK FLOW PREVENTION ON DISHWASHER CONNECTION. EXTEND

FLEXIBLE GAS TUBING WITHIN PVC SLEEVE TO GAS STOVE.

OFFSET 3" INSULATED AND HEAT TRACED RAIN WATER LEADER WITHIN CANOPY

BACK TO BUILDING, DROP DOWN WALL TO LOW LEVEL C/W CLEAN OUT ATLOW LEVEL. PROVIDE AND INSTALL HEAT TRACE FOR PORTION OF RAIN WATER

LEADER WITHIN CANOPY. HEAT TRACING SHALL BE: SERGE BARIL 6CCAA-2BA, 6

WATTS/FT SELF REGULATING HEATING CABLE WITH POWER CONNECTION KIT

AND SEALS. THERMOSTAT IN NEMA ENCLOSURE. PIPE TO BE WRAPPED WITH FOILFACED INSULATION. COORDINATE ELECTRICAL REQUIREMENTS WITH

ELECTRICAL. REFER TO FOUNDATION PLAN FOR CONTINUATION.

EXTEND RAIN WATER LEADER TO LOW LEVEL C/W CLEANOUT WITH RETAINING

STRAP AT BASE. REFER TO FOUNDATION PLAN FOR CONTINUATION

EXTEND 12" PEX-A DCW, 12" PEX-A DHW AND 34" DHWR WITHIN PVC SLEEVEBENEATH SLAB.

PROVIDE BARBEQUE OUTLET CONNECTION MOUNTED AT 24" A.F.F.

EXTEND DOMESTIC WATER LINES AND ROS PEX-A LINE DOWN WITHIN WALL

AND CONNECT TO FIXTURES AND APPLIANCES AS REQUIRED.

CONNECT DCW TO COFFEE BREWER AS PER MANUFACTURER'S WRITTEN

INSTRUCTIONS.

CONNECT NEW DOMESTIC WATER LINES TO EXISTING HOT WATER TANK(S)ABOVE STAIRS / IN COMPRESSOR MEZZANINE.

EXTEND EXISTING NATURAL GAS LINE TO RELOCATED UNIT HEATER.

CONNECT NEW 4" RAIN WATER LEADER TO EXISTING 6" RAIN WATER LEADER ATHIGH LEVEL.

OFFSET SANITARY DRAIN SERVING EXISTING COMPRESSOR ROOM FLOOR DRAINAT HIGH LEVEL AND EXTEND TO LOW LEVEL FOR RECONNECTION TO EXISTING

SANITARY DRAIN. REFER TO FOUNDATION PLAN DRAWING FOR

CONTINUATION.

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

GENERAL NOTES - PLUMBINGRENOVATION

1. CONTRACTOR SHALL BE FAMILIAR WITH, REFER TO, AND COMPLYWITH ALL LOCAL CODES. ALL MECHANICAL WORK SHALL COMPLY

IN EVERY RESPECT WITH THE LATEST EDITIONS OF THE NATIONAL,

PROVINCIAL AND MUNICIPAL BUILDING CODES, NFPA, ASHRAE,

SMACNA, AND ANY ADDITIONAL REQUIREMENTS OF THE LOCALAUTHORITY HAVING JURISDICTION.

2. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL NOT BE SCALED.

THEY ESTABLISH DESIGN INTENT AND ARE NOT INTENDED TO BE

DETAILED INSTALLATION DOCUMENTS. MECHANICAL CONTRACTORSHALL ALLOW IN THEIR CONTRACT PRICE ALL COMPONENTS

REQUIRED TO PROVIDE A COMPLETE AND FUNCTIONAL

MECHANICAL INSTALLATION.

3. ANY OMISSIONS OR DISCREPANCIES IN THE DRAWINGS SHALL BE

BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONSULTANTFOR CLARIFICATION. COMPENSATION FOR ADDITIONS TO THE

CONTRACT AFTER BID CLOSING WILL BE REJECTED.

4. JOB SITE SHALL BE INSPECTED PRIOR TO COMMENCEMENT OF WORK

AND APPROPRIATE PROVISIONS MADE FOR ALL SITE CONDITIONS.

EXACT PLACEMENT OF MECHANICAL EQUIPMENT ANDSIZING/ROUTING OF MECHANICAL SYSTEMS SHALL BE SITE

CONFIRMED AND COORDINATED WITH THE ARCHITECTURAL,

ELECTRICAL, AND STRUCTURAL DRAWINGS AND TRADES.REROUTE/RESIZE PIPING AND RELOCATE EQUIPMENT AND

COMPONENTS AS REQUIRED.

5. ALLOW FOR ANY MODIFICATIONS OR REBALANCING OF EXISTING

SYSTEMS AND COMPONENTS AS REQUIRED TO COMPLETE

RENOVATION WORK.

6. CAREFULLY EXAMINE THE DRAWINGS OF OTHER TRADES.

COORDINATE THE ELECTRICAL REQUIREMENTS OF ALL MECHANICALEQUIPMENT WITH THE ELECTRICAL CONTRACTOR. AN APPROVED

FIRE STOP SYSTEM SHALL BE APPLIED AT ALL PENETRATIONS OF

WALLS OR FLOORS DENOTED TO BE FIRE SEPARATIONS ON THEARCHITECTURAL DRAWINGS. REFER TO ARCHITECTURAL

ELEVATIONS FOR MOUNTING HEIGHTS OF FIXTURES.

7. A MEANS OF BALANCING EACH BRANCH OF HYDRONIC SYSTEMS

AND COMPONENT SHALL BE PROVIDED. ISOLATION VALVES SHALL BE

PROVIDED AS REQUIRED TO SERVICE OR REPLACE EACH PIECE ORGROUP OF EQUIPMENT.

8. ACCESS DOORS SHALL BE PROVIDED AS REQUIRED TO SERVICE

VALVES AND MECHANICAL EQUIPMENT.

9. ALL PIPING AND EQUIPMENT SHALL BE INSULATED TO THE

REQUIREMENTS OF THE LATEST EDITION OF ASHRAE 90.1 AND FOR

NEW CONSTRUCTION, TO THE REQUIREMENTS OF THE NATIONALENERGY CODE OF CANADA. ALL VENT PIPES WITHIN 10' (3M) OF

THERMAL ENVELOPE PENETRATION SHALL BE THERMALLY INSULATED.

10. ALL CUTTING AND/OR PATCHING OF ROOFS, WALLS OR FLOORS

SHALL BE BY THE GENERAL CONTRACTOR UNLESS SPECIFICALLY

INDICATED OTHERWISE.

11. CAREFULLY EXAMINE ALL DRAWINGS OF OTHER TRADES.COORDINATE THE EXACT SIZES, LOCATIONS AND INVERTS OF ALL

SEWERS WITH CIVIL DRAWINGS AND ON SITE.

12. ALL PLUMBING SYSTEMS AND EQUIPMENT SHALL BE VENTED. ALL

VENTING SHALL BE INSTALLED TO THE REQUIREMENTS OF THE

NATIONAL, PROVINCIAL AND MUNICIPAL BUILDING CODES ANDANY ADDITIONAL REQUIREMENTS OF THE LOCAL AUTHORITY

HAVING JURISDICTION.

13. DWV PIPING AND ELECTRICAL/CONTROL WIRING INSTALLED

WITHIN H.V.A.C. PLENUMS SHALL HAVE A FLAME SPREAD RATING

NOT EXCEEDING 25 AND A SMOKE DEVELOPED RATING NOTEXCEEDING 50 WHEN TESTED IN ACCORDANCE WITH ASTM E84 (UL

723).

14. PROVIDE DIELECTRIC COUPLINGS WHERE COMPONENTS OF

DISSIMILAR METAL ARE JOINED.

15. ENSURE THAT ALL TRAPS SERVING FLOOR DRAINS ARE PRIMED OR

FITTED WITH WADE TRAPS GUARDS.

16. PROVIDE AUTOMATIC AIR VENTS AT ALL HIGH POINTS OF THE

SYSTEM.

17. GAS PIPING SHALL BE BLACK STEEL TO ASTM A-53 SCHEDULE 40, 150

LB. STANDARD BLACK MALLEABLE IRON SCREW FITTING FOR SIZES

BELOW 212". ALL MATERIALS AND INSTALLATION SHALL CONFIRM TO

ALL REQUIREMENTS OF THE LATEST EDITION OF CSA B149.1 NATURAL

GAS AND PROPANE INSTALLATION CODE AND ALL LOCAL GAS

NOTICES.

18. COORDINATE REVERSE OSMOSIS WATER REQUIREMENTS WITHPROJECT MANAGER.

19. THERMALLY INSULATE ALL HORIZONTAL RAIN WATER LEADERS ATHIGH LEVEL INCLUDING DRAIN BODIES.

20. PROVIDE APPROVED BACK FLOW PREVENTION AT ALL

CONNECTIONS TO HAZARDOUS FIXTURES AND EQUIPMENT.

21. PROVIDE PLUMBING CONNECTIONS AS REQUIRED TO ALL OWNER

SUPPLIED EQUIPMENT SHOWN ON THE PLANS.

Page 6: NEJMARK - project.wrightconstruction.ca Files... · winnipeg, mb r3l 0j9 (204) 272-3255 job: foundation plan - plumbing renovation m1.2 drawings notes - foundation plan plumbing renovation

50

12x12

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530

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CONCEALED IN CEILING

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S

H.V.A.C. DEMOLITION

M2.1

2-54 Adelaide Street Winnipeg Manit aob R3A 0V7

P 204 947 3775 F 204 947 3789 www.nejmark.mb.ca

N E J M A R KA R C H I T E C T

PROJECT TITLE:

SHEET TITLE:

COMMISSION NUMBER: SHEET NUMBER:

SOBEYS VARSITY COMMONS

1550- 8 St. E, SASKATOON,

SASKATCHEWAN

Drawings and specifications, as instruments of service are the property of the architect, the

copyright in the same being reserved to them. No reproduction may be made without the

permission of the architects, and when made, must bear their names. All prints to be returned.

The contractor is to verify dimensions and date noted herein with conditions on the site and is

held responsible for reporting discrepancy to the architects for adjustment.

DRAWN BY:

PRINTING DATE:

STAMP

No. ISSUED FOR DATE BY

1607

PSG2016.03.09

PERMIT AND TENDER1

JA

2016.03.09

2-472 STRADBROOK AVENUE

W I N N I P E G , M B R 3 L 0 J 9

( 2 0 4 ) 2 7 2 - 3 2 5 5

J O B :

SCALE:M2.1N

MAIN FLOOR PLAN - H.V.A.C. DEMOLITION 1/8"=1'-0"

1

SCALE:M2.1N

OFFICE MEZZANINE FLOOR PLAN - H.V.A.C. DEMOLITION 1/8"=1'-0"

2

SCALE:M2.1N

COMPRESSOR ROOM MEZZANINE FLOOR PLAN - H.V.A.C. DEMOLITION 1/8"=1'-0"

3

SCALE:M2.1N

STAFF MEZZANINE FLOOR PLAN - H.V.A.C. DEMOLITION 1/8"=1'-0"

1

GENERAL NOTES - H.V.A.C.

1. MECHANICAL DESIGN IS BASED ON INFORMATION AVAILABLE FROM

RECORD DRAWINGS AND PRELIMINARY SITE VISIT. EXACT ROUTING ANDSIZING OF DUCT WORK AND LOCATION OF EQUIPMENT TO BE CONFIRMED

ON SITE. MODIFY SYSTEM DESIGN AS REQUIRED TO SUIT SITE CONDITIONS.

2. CONTRACTOR SHALL BE FAMILIAR WITH, REFER TO, AND COMPLY WITH ALLLOCAL CODES. ALL MECHANICAL WORK SHALL COMPLY IN EVERY RESPECT

WITH THE LATEST EDITIONS OF THE NATIONAL, PROVINCIAL ANDMUNICIPAL BUILDING CODES, NFPA, ASHRAE, SMACNA, AND ANY

ADDITIONAL REQUIREMENTS OF THE LOCAL AUTHORITY HAVINGJURISDICTION.

3. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL NOT BE SCALED. THEYESTABLISH DESIGN INTENT AND ARE NOT INTENDED TO BE DETAILED

INSTALLATION DOCUMENTS. MECHANICAL CONTRACTOR SHALL ALLOW INTHEIR CONTRACT PRICE ALL COMPONENTS REQUIRED TO PROVIDE A

COMPLETE AND FUNCTIONAL MECHANICAL INSTALLATION.

4. ANY OMISSIONS OR DISCREPANCIES IN THE DRAWINGS SHALL BE BROUGHTTO THE IMMEDIATE ATTENTION OF THE CONSULTANT FOR CLARIFICATION.

COMPENSATION FOR RELATED ADDITIONS TO THE CONTRACT AFTER BIDCLOSING WILL NOT BE CONSIDERED.

5. INSPECT JOB SITE SHALL PRIOR TO COMMENCEMENT OF WORK ANDALLOW FOR PROVISIONS MADE FOR ALL SITE CONDITIONS. EXACT

PLACEMENT OF MECHANICAL EQUIPMENT AND SIZING/ROUTING OFMECHANICAL SYSTEMS SHALL BE SITE CONFIRMED AND COORDINATED

WITH THE ARCHITECTURAL, ELECTRICAL, AND STRUCTURAL DRAWINGSAND TRADES. REROUTE/RESIZE DUCT WORK AND RELOCATE EQUIPMENT

AND COMPONENTS AS REQUIRED.

6. ALLOW FOR ANY MODIFICATIONS OR REBALANCING OF EXISTING SYSTEMSAND COMPONENTS AS REQUIRED TO COMPLETE RENOVATION WORK.

7. CAREFULLY EXAMINE ALL DRAWINGS OF OTHER TRADES. COORDINATE

THE ELECTRICAL REQUIREMENTS OF ALL MECHANICAL EQUIPMENT WITH

THE ELECTRICAL CONTRACTOR. TYPE B OR C DYNAMIC FIRE DAMPERSSHALL BE INSTALLED AT ALL PENETRATIONS OF WALLS OR FLOORS

DENOTED TO BE FIRE SEPARATIONS ON THE ARCHITECTURAL DRAWINGS.

8. A MEANS OF BALANCING ALL SUPPLY AND EXHAUST TERMINALS USINGDUCT MOUNTED BALANCING DAMPERS SHALL BE PROVIDED. A TERMINAL

BALANCING DAMPER SHALL BE PERMITTED WHEN A DUCT MOUNTEDDAMPER WOULD BE INACCESSIBLE OR UNDESIRABLE.

9. THE USE OF FLEXIBLE DUCT WORK SHALL BE U.L.C. LISTED AND LIMITED TO

ONLY CONNECTIONS BETWEEN DUCT BRANCHES AND DIFFUSERS, AND

CONNECTIONS BETWEEN DUCT BRANCHES AND VARIABLE AIR VOLUMETERMINAL UNITS AND SHALL HAVE A MAXIMUM LENGTH OF 5 FT WHENFULLY STRETCHED.

10. ACCESS DOORS SHALL BE PROVIDED AS REQUIRED TO SERVICE DAMPERS

AND MECHANICAL EQUIPMENT.

11. THE FINAL LOCATIONS OF GRILLES, REGISTERS AND DIFFUSERS SHALL BECOORDINATED ON SITE WITH THE FINAL CEILING LAYOUT AND THE

EQUIPMENT OF OTHER TRADES.

12. A RETURN OR RELIEF GRILLE SHALL BE INSTALLED IN EACH SPACE THAT IS

PROVIDED WITH SUPPLY AIR.

13. ELECTRICAL OR CONTROL WIRING INSTALLED WITHIN ALL PLENUMS SHALLBE FT-6 RATED AND HAVE A FLAME SPREAD RATING BELOW 25 AND A

SMOKE DEVELOPED RATING BELOW 50 WHEN TESTED IN ACCORDANCE

WITH ASTM E84 (UL 723) ALL CONTROL WIRING SHALL BE INSTALLED IN 34"EMT CONDUIT WHEN RUNNING EXPOSED VERTICALLY.

14. ALL DUCT WORK AND EQUIPMENT SHALL BE INSULATED TO THEREQUIREMENTS OF THE LATEST EDITION OF ASHRAE 90.1. ALL DUCT WORK

WITHIN 10' (3M) OF THERMAL ENVELOPE PENETRATION AND ALL DUCTWORK CONTAINING OUTSIDE AIR SHALL BE THERMALLY INSULATED.

15. ALL SIZES OF DUCTWORK INDICATED ON THE DRAWINGS DENOTE THEINTERNAL OPEN DUCT DIMENSIONS. ALLOWANCES SHALL BE MADE FOR

ANY INTERNAL INSULATION INDICATED ON THE DRAWINGS OR REQUIREDIN THE SPECIFICATIONS.

16. ALL CUTTING AND/OR PATCHING OF ROOFS, WALLS OR FLOORS SHALL BE

BY THE GENERAL CONTRACTOR UNLESS SPECIFICALLY INDICATEDOTHERWISE.

17. ALL DUCTWORK SHALL BE INSTALLED IN CONFORMANCE WITH THE LATEST

RELEVANT ASHRAE AND SMACMA STANDARDS FOR LOW PRESSURE

DUCTWORK.

18. ALL DUCTWORK C/W CLASS 'C' SEALS PER SMACNA STANDARDS.

19. INSTALL DUCTWORK IN JOINT SPACE OR TIGHT TO UNDERSIDE OFJOIST/BEAMS.

H.V.A.C. LEGEND

GRILLE/REGISTER/DIFFUSER

RETURN AIR GRILLE

EXHAUST AIR GRILLE

SUPPLY DUCT RISE / DROP

RETURN DUCT RISE / DROP

EXHAUST DUCT RISE / DROP

ROUND DUCT RISE / DROP

THERMAL INSULATION

ACOUSTIC INSULATION

DEMOLISHED DUCT

EXISTING DUCT TO REAMAIN

H.V.A.C. CONTROL

THERMOSTAT

BALANCING DAMPER

BACK DRAFT DAMPER/ MOTORIZEDDAMPER

DIFFUSER TAG

ELECTRIC HEAT TAG

EQUIPMENT TAG

DRAWING NOTE

T T

B M F S

FLOW

SIZE

TYPE

TAG

CAP.

#

EQP

3

Page 7: NEJMARK - project.wrightconstruction.ca Files... · winnipeg, mb r3l 0j9 (204) 272-3255 job: foundation plan - plumbing renovation m1.2 drawings notes - foundation plan plumbing renovation

8'

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7

-

64x30

R1

8 -

6x6

S1

10

10

11

-

6x6

R1

TYPICAL

13

14

14

15

15

15

-

24x24

R1

x2

8"Ø

110

12x12

S2

7

7

7

7

TYPICAL

6

6

15

11

16

16

16

32"x20"

15

S

INTAKEVENTILATOR

E19

EF

ROOFT

17

E7

RTU

E7

RTU

8"Ø

8"Ø

8"Ø

10"Ø

E15

EF

EXISTING EXHAUSTDUCT UP TO ROOF CAP

E16

EF

EXISTING EXHAUST DUCTUP TO ROOF CAP

300

24x24

SE1

x2

320

24x24

EE1

x2

8x8TRANSFER

DUCT

12x8TRANSFER

DUCT

235

24x24

SE1

x6

-

24x24

RE1

x4

8x8TRANSFERDUCT

12x8TRANSFER

DUCT8"Ø

8"Ø

8"Ø

8"Ø

S

EXISTING

10"Ø

E17

EF

EXISTING17

H.V.A.C RENOVATION

M2.2

2-54 Adelaide Street Winnipeg Manit aob R3A 0V7

P 204 947 3775 F 204 947 3789 www.nejmark.mb.ca

N E J M A R KA R C H I T E C T

PROJECT TITLE:

SHEET TITLE:

COMMISSION NUMBER: SHEET NUMBER:

SOBEYS VARSITY COMMONS

1550- 8 St. E, SASKATOON,

SASKATCHEWAN

Drawings and specifications, as instruments of service are the property of the architect, the

copyright in the same being reserved to them. No reproduction may be made without the

permission of the architects, and when made, must bear their names. All prints to be returned.

The contractor is to verify dimensions and date noted herein with conditions on the site and is

held responsible for reporting discrepancy to the architects for adjustment.

DRAWN BY:

PRINTING DATE:

STAMP

No. ISSUED FOR DATE BY

1607

PSG2016.03.09

PERMIT AND TENDER1

JA

2016.03.09

2-472 STRADBROOK AVENUE

W I N N I P E G , M B R 3 L 0 J 9

( 2 0 4 ) 2 7 2 - 3 2 5 5

J O B :

SCALE:M2.2N

MAIN FLOOR PLAN - H.V.A.C. RENOVATION 1/8"=1'-0"

1

SCALE:M2.2N

OFFICE MEZZANINE FLOOR PLAN - H.V.A.C. RENOVATION 1/8"=1'-0"

1

SCALE:M2.2N

COMPRESSOR ROOM MEZZANINE FLOOR PLAN - H.V.A.C. RENOVATION 1/8"=1'-0"

3

GENERAL NOTES - H.V.A.C.

1. CONTRACTOR SHALL BE FAMILIAR WITH, REFER TO, AND COMPLY WITH ALLLOCAL CODES. ALL MECHANICAL WORK SHALL COMPLY IN EVERY RESPECT

WITH THE LATEST EDITIONS OF THE NATIONAL, PROVINCIAL AND

MUNICIPAL BUILDING CODES, NFPA, ASHRAE, SMACNA, AND ANYADDITIONAL REQUIREMENTS OF THE LOCAL AUTHORITY HAVING

JURISDICTION.

2. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL NOT BE SCALED. THEYESTABLISH DESIGN INTENT AND ARE NOT INTENDED TO BE DETAILED

INSTALLATION DOCUMENTS. MECHANICAL CONTRACTOR SHALL ALLOW INTHEIR CONTRACT PRICE ALL COMPONENTS REQUIRED TO PROVIDE A

COMPLETE AND FUNCTIONAL MECHANICAL INSTALLATION.

3. ANY OMISSIONS OR DISCREPANCIES IN THE DRAWINGS SHALL BE BROUGHT

TO THE IMMEDIATE ATTENTION OF THE CONSULTANT FOR CLARIFICATION.COMPENSATION FOR RELATED ADDITIONS TO THE CONTRACT AFTER BID

CLOSING WILL NOT BE CONSIDERED.

4. INSPECT JOB SITE SHALL PRIOR TO COMMENCEMENT OF WORK ANDALLOW FOR PROVISIONS MADE FOR ALL SITE CONDITIONS. EXACT

PLACEMENT OF MECHANICAL EQUIPMENT AND SIZING/ROUTING OFMECHANICAL SYSTEMS SHALL BE SITE CONFIRMED AND COORDINATED

WITH THE ARCHITECTURAL, ELECTRICAL, AND STRUCTURAL DRAWINGSAND TRADES. REROUTE/RESIZE DUCT WORK AND RELOCATE EQUIPMENT

AND COMPONENTS AS REQUIRED.

5. ALLOW FOR ANY MODIFICATIONS OR REBALANCING OF EXISTING SYSTEMSAND COMPONENTS AS REQUIRED TO COMPLETE RENOVATION WORK.

6. CAREFULLY EXAMINE ALL DRAWINGS OF OTHER TRADES. COORDINATETHE ELECTRICAL REQUIREMENTS OF ALL MECHANICAL EQUIPMENT WITH

THE ELECTRICAL CONTRACTOR. TYPE B OR C DYNAMIC FIRE DAMPERSSHALL BE INSTALLED AT ALL PENETRATIONS OF WALLS OR FLOORS

DENOTED TO BE FIRE SEPARATIONS ON THE ARCHITECTURAL DRAWINGS.

7. A MEANS OF BALANCING ALL SUPPLY AND EXHAUST TERMINALS USINGDUCT MOUNTED BALANCING DAMPERS SHALL BE PROVIDED. A TERMINAL

BALANCING DAMPER SHALL BE PERMITTED WHEN A DUCT MOUNTEDDAMPER WOULD BE INACCESSIBLE OR UNDESIRABLE.

8. THE USE OF FLEXIBLE DUCT WORK SHALL BE U.L.C. LISTED AND LIMITED TOONLY CONNECTIONS BETWEEN DUCT BRANCHES AND DIFFUSERS, AND

CONNECTIONS BETWEEN DUCT BRANCHES AND VARIABLE AIR VOLUMETERMINAL UNITS AND SHALL HAVE A MAXIMUM LENGTH OF 5 FT WHEN

FULLY STRETCHED.

9. ACCESS DOORS SHALL BE PROVIDED AS REQUIRED TO SERVICE DAMPERSAND MECHANICAL EQUIPMENT.

10. THE FINAL LOCATIONS OF GRILLES, REGISTERS AND DIFFUSERS SHALL BE

COORDINATED ON SITE WITH THE FINAL CEILING LAYOUT AND THE

EQUIPMENT OF OTHER TRADES.

11. A RETURN OR RELIEF GRILLE SHALL BE INSTALLED IN EACH SPACE THAT ISPROVIDED WITH SUPPLY AIR.

12. ELECTRICAL OR CONTROL WIRING INSTALLED WITHIN ALL PLENUMS SHALL

BE FT-6 RATED AND HAVE A FLAME SPREAD RATING BELOW 25 AND A

SMOKE DEVELOPED RATING BELOW 50 WHEN TESTED IN ACCORDANCE

WITH ASTM E84 (UL 723) ALL CONTROL WIRING SHALL BE INSTALLED IN 3 4"EMT CONDUIT WHEN RUNNING EXPOSED VERTICALLY.

13. ALL DUCT WORK AND EQUIPMENT SHALL BE INSULATED TO THE

REQUIREMENTS OF THE LATEST EDITION OF ASHRAE 90.1. ALL DUCT WORKWITHIN 10' (3M) OF THERMAL ENVELOPE PENETRATION AND ALL DUCT

WORK CONTAINING OUTSIDE AIR SHALL BE THERMALLY INSULATED.

14. ALL SIZES OF DUCTWORK INDICATED ON THE DRAWINGS DENOTE THE

INTERNAL OPEN DUCT DIMENSIONS. ALLOWANCES SHALL BE MADE FORANY INTERNAL INSULATION INDICATED ON THE DRAWINGS OR REQUIRED

IN THE SPECIFICATIONS.

15. ALL CUTTING AND/OR PATCHING OF ROOFS, WALLS OR FLOORS SHALL BEBY THE GENERAL CONTRACTOR UNLESS SPECIFICALLY INDICATED

OTHERWISE.

16. ALL DUCTWORK SHALL BE INSTALLED IN CONFORMANCE WITH THE LATEST

RELEVANT ASHRAE AND SMACMA STANDARDS FOR LOW PRESSUREDUCTWORK.

17. ALL DUCTWORK C/W CLASS 'C' SEALS PER SMACNA STANDARDS.

18. INSTALL DUCTWORK IN JOINT SPACE OR TIGHT TO UNDERSIDE OFJOIST/BEAMS.

H.V.A.C. LEGEND

GRILLE/REGISTER/DIFFUSER

RETURN AIR GRILLE

EXHAUST AIR GRILLE

SUPPLY DUCT RISE / DROP

RETURN DUCT RISE / DROP

EXHAUST DUCT RISE / DROP

ROUND DUCT RISE / DROP

THERMAL INSULATION

ACOUSTIC INSULATION

NEW DUCT

H.V.A.C. CONTROL

THERMOSTAT

BALANCING DAMPER

BACK DRAFT DAMPER/ MOTORIZEDDAMPER

DIFFUSER TAG

ELECTRIC HEAT TAG

EQUIPMENT TAG

DRAWING NOTE

T T

B M F S

FLOW

SIZE

TYPE

TAG

CAP.

#

EQP

3

DRAWINGS NOTES - H.V.A.C.

TRANSITION FROM MUA S/A CONNECTION TO ACOUSTICALLY LINEDPLENUM, TERMINATING IN FACTORY-SUPPLIED 4-WAY DIFFUSER BOX

INSTALLED APPROXIMATELY 6" BELOW BOTTOM CHORD JOIST. EMSCONTRACTOR TO SET UP AND VERIFY FACTORY-INSTALLED DOUBLE

REVERSE INTERLOCK BETWEEN MUA AND GREASE HOOD EXHAUSTFAN(S).

UNIT HEATER SUPPLIED AND INSTALLED BY MECHANICAL

CONTRACTOR. TEMPERATURE SENSOR (BY EMS CONTRACTOR) TO BEMOUNTED 60" A.F.F. C/W LEXAN COVER. INSTALL VERTICAL SEPARATED

COMBUSTION AIR KIT AS PER MANUFACTURER'S WRITTENINSTRUCTIONS.

AIR CURTAIN MOUNTED ABOVE DOOR AS PER MANUFACTURER'S

WRITTEN INSTALLATION INSTRUCTIONS. COORDINATE INSTALLATIONWITH STRUCTURE ON SITE.

EXTEND MINIMUM 16 MSG CONTINUOUSLY WELDED CARBON STEEL

EXHAUST DUCT FROM HOOD TO EXHAUST FAN ON ROOF. PROVIDEACCESS DOOR AT EACH CHANGE OF DIRECTION AND AT LEAST ONE

EVERY 12' OF HORIZONTAL RUN TO NFPA-96 STANDARDS. MAINTAIN18" CLEARANCE FROM COMBUSTIBLES AND 3" CLEARANCE FROM

LIMITED COMBUSTIBLES. REFER TO DETAILS FOR CLEARANCE

REDUCTION NOTES.

PROVIDE AND INSTALL WALL-MOUNTED EVAPORATOR FOR USE WITHCONDENSING UNIT C/W CONDENSATE DRAIN AND WALL MOUNTED

THERMOSTAT. COORDINATE MOUNTING LOCATION W/ CABINETRYON SITE.

RECONNECT RELOCATED DESTRATIFICATION FAN TO EXISTING

CONTROLLERS AS PER MANUFACTURER'S WRITTEN INSTALLATIONINSTRUCTIONS. CONFIRM EXISTING INSTALLATION OF CONTROLLERS

ON SITE, AND PROVIDE NEW CONTROLLERS AS REQUIRED.

ACOUSTICALLY LINED RETURN AIR ELBOW C/W BELL MOUTH FITTINGSIZED TO MATCH UNIT CONNECTION.

REFER TO ARCHITECTURAL ELEVATION FOR EXACT PLACEMENT OFRETURN AIR GRILLE.

EXTEND 6"Ø EXHAUST DUCT FROM GAS COOK TOP CONNECTION,BENEATH SLAB (USE PVS 18 GAUGE SURE SEAL SPIRAL DUCT AND

FITTINGS, AND SLOPED W/ CLEAN OUT AT LOW POINT) AND UPTHROUGH ROOF, AS PER MANUFACTURER'S WRITTEN INSTALLATION

INSTRUCTIONS.

RECONNECT 8" OVEN GREASE DUCT UP TO RELOCATED EXHAUST FANON ROOF.

SUGGESTED LOCATION OF TEMPERATURE SENSOR FOR RTU (BY EMSCONTRACTOR).

ACOUSTICALLY-LINED RETURN AIR PLENUM FROM CEILING RETURNGRILLE.

EXTEND 6" STAINLESS STEEL B-VENT FROM OVEN STEAM CONNECTION

THROUGH ROOF, AS PER MANUFACTURER'S WRITTEN INSTALLATIONINSTRUCTIONS.

UTILITY CABINET FOR CONTROLS AND FIRE SUPPRESSION.

ELECTRIC BASE BOARD HEAT SUPPLIED AND INSTALLED BY ELECTIRCAL.

NEW ROOF TOP UNIT TO BE CONNECTED INTO EXISTING EMS SYSTEMBY EMS CONTRACTOR.

EXISTING H.V.A.C. SYSTEM AND ASSOCIATED CONTROLS TO REMAIN.

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

Page 8: NEJMARK - project.wrightconstruction.ca Files... · winnipeg, mb r3l 0j9 (204) 272-3255 job: foundation plan - plumbing renovation m1.2 drawings notes - foundation plan plumbing renovation

G

G G G G G G G G G G G G G G G G G G G G G G G G

GG

GG

G

G

GG

GG

GG

GG

GG

G

G

GG

G

G

G

EXISTING 34"

EXISTING 34"

EXISTING 2"

EXISTING 2"

EXISTING 2"

EXISTING 3 4"

EXISTING 2"EXISTING 2"

EXISTING 34"

EXISTING 2"

EXISTING 34"EXISTING 34"

EXISTING 34"

EXISTING 2"

EXISTING 1"

EXISTING 3 4"

EXISTING 34"

EXISTING 1"

EXISTING 112"

EXISTING 34"

EXISTING 3 4"

EXISTING 3 4"

EXISTING 34"

EXISTING 112"EXISTING 11

2"

EXISTING 114"

EXISTING 114"

EXISTING 1"

EXISTING 114"

EXISTING 34"

EXISTING 34"

EXISTING 3 4"

EXISTING 34"

EXISTING 34"

EXISTING 112"

EXISTING 3 4"

EXISTING 34"

EXISTING 3 4"

EXISTING 34" EXISTING 114"

EXISTING 1"

EXISTING 3 4"

EXISTING 3 4"

GG

G

G

R2

EF

R3

EF

D1

EF

D3

EF

D2

EF

D3

EF

RD-E1

RD-E1

RD-E1 RD-E1

RD-E1RD-E1

E17

EF

EXISTINGINTAKE

VENTILATOR E19

EF

EXISTING

REFRIGERATIONEQUIPMENT

G G G G G

#5

#12

#17

#6

#9

#8

ISOLATION VALVE

50Ø

32Ø

E6

RTU

E5

RTU

E4

RTU

E3

RTU

E1

RTU

D9

RTU

E2

RTU

E8

RTU

D1

MUA

E7

RTU

235 MBH

235 MBH

235 MBH235 MBH

235 MBH

125 MBH

78 MBH

400 MBH

E10

RTU

296 MBH

75 MBH

250 MBH

78 MBH

PRV-E1

PRV-D2

325 MBH

78 MBH

PRV-E3

235 MBH

PRV-E4

235 MBH

PRV-E5

235 MBH

PRV-E7

235 MBH

PRV-D6

120 MBH

PRV-E8

75 MBH

PRV-E9

510 MBH

PRV-D10

120 MBH

PRV-E11

235 MBH

235 MBH

PRV-E12

400 MBH

PRV-E13

78 MBH

PRV-E14

296 MBH

PRV-D15

80 MBH

PRV-E16

235 MBH

PRV-E17

580 MBH

EXISTING 3 4"

EXISTING 1"

#7

580 MBH

#1

DEMO

EXISTING 34"

3

2 1

2

6

3

2

3

2

5

5

4 4

6

#17

PRV-E18

125 MBH

2

7

ROOF PLAN - DEMOLITION

M3.1

SCALE:M3.1N

ROOF PLAN - DEMOLITION 1/8"=1'-0"

1

2-54 Adelaide Street Winnipeg Manit aob R3A 0V7

P 204 947 3775 F 204 947 3789 www.nejmark.mb.ca

N E J M A R KA R C H I T E C T

PROJECT TITLE:

SHEET TITLE:

COMMISSION NUMBER: SHEET NUMBER:

SOBEYS VARSITY COMMONS

1550- 8 St. E, SASKATOON,

SASKATCHEWAN

Drawings and specifications, as instruments of service are the property of the architect, the

copyright in the same being reserved to them. No reproduction may be made without the

permission of the architects, and when made, must bear their names. All prints to be returned.

The contractor is to verify dimensions and date noted herein with conditions on the site and is

held responsible for reporting discrepancy to the architects for adjustment.

DRAWN BY:

PRINTING DATE:

STAMP

No. ISSUED FOR DATE BY

1607

PSG2016.03.09

PERMIT AND TENDER1

JA

2016.03.09

2-472 STRADBROOK AVENUE

W I N N I P E G , M B R 3 L 0 J 9

( 2 0 4 ) 2 7 2 - 3 2 5 5

J O B :

GENERAL NOTES - ROOF PLAN

1. CONTRACTOR SHALL BE FAMILIAR WITH, REFER TO, AND COMPLYWITH ALL LOCAL CODES. ALL MECHANICAL WORK SHALL COMPLY IN

EVERY RESPECT WITH THE LATEST EDITIONS OF THE NATIONAL,PROVINCIAL AND MUNICIPAL BUILDING CODES, NFPA, ASHRAE,

SMACNA, AND ANY ADDITIONAL REQUIREMENTS OF THE LOCALAUTHORITY HAVING JURISDICTION.

2. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL NOT BE SCALED.

THEY ESTABLISH DESIGN INTENT AND ARE NOT INTENDED TO BEDETAILED INSTALLATION DOCUMENTS. MECHANICAL CONTRACTOR

SHALL ALLOW IN THEIR CONTRACT PRICE ALL COMPONENTSREQUIRED TO PROVIDE A COMPLETE AND FUNCTIONAL MECHANICAL

INSTALLATION.

3. ANY OMISSIONS OR DISCREPANCIES IN THE DRAWINGS SHALL BE

BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONSULTANT FORCLARIFICATION. COMPENSATION FOR ADDITIONS TO THE CONTRACT

AFTER BID CLOSING WILL BE REJECTED.

4. INSPECT JOB SITE SHALL PRIOR TO COMMENCEMENT OF WORK ANDALLOW FOR PROVISIONS MADE FOR ALL SITE CONDITIONS. EXACT

PLACEMENT OF MECHANICAL EQUIPMENT AND SIZING/ROUTING OFMECHANICAL SYSTEMS SHALL BE SITE CONFIRMED AND COORDINATED

WITH THE ARCHITECTURAL, ELECTRICAL, AND STRUCTURALDRAWINGS AND TRADES.

5. CAREFULLY EXAMINE ALL DRAWINGS OF OTHER TRADES.

COORDINATE THE ELECTRICAL REQUIREMENTS OF ALL MECHANICALEQUIPMENT WITH THE ELECTRICAL CONTRACTOR.

6. ALL CUTTING AND/OR PATCHING OF ROOFS SHALL BE BY THEGENERAL CONTRACTOR UNLESS SPECIFICALLY INDICATED OTHERWISE.

7. PROVIDE DIELECTRIC COUPLINGS WHERE COMPONENTS OF DISSIMILARMETAL ARE JOINED.

8. GAS PIPING SHALL BE BLACK STEEL TO ASTM A-53 SCHEDULE 40, 150 LB.STANDARD BLACK MALLEABLE IRON SCREW FITTING FOR SIZES BELOW

212". ALL MATERIALS AND INSTALLATION SHALL CONFIRM TO ALL

REQUIREMENTS OF THE LATEST EDITION OF CSA B149.1 NATURAL GAS

AND PROPANE INSTALLATION CODE AND ALL LOCAL GAS NOTICES.

DRAWINGS NOTES - ROOF PLAN

REMOVE ROOF TOP UNIT FROM SITE. GENERAL CONTRACTORTO REPAIR ROOF OPENING.

REMOVE BRANCH GAS PIPING AND CAP AT MAIN.

GENERAL CONTRACTOR TO PATCH ABANDONED PITCH BOX.

TEMPORARILY REMOVE EXHAUST FAN AND ASSOCIATED

CONTROLS. RETAIN FOR REINSTALLATION. REFER TO H.V.A.C.AND ROOF RENOVATION PLANS.

REMOVE EXHAUST FAN AND ASSOCIATED ACCESSORIES FROMSITE. GENERAL CONTRACTOR TO REPAIR ROOF OPENING.

REMOVE GOOSENECK FROM SITE. GENERAL CONTRACTOR TOREPAIR ROOF OPENING.

REMOVE MAKE UP AIR UNIT FROM SITE. GENERAL CONTRACTORTO REPAIR ROOF OPENING.

1

2

3

4

5

6

7

ROOF LEGENDDEMOLISHED NATURAL GAS

NATURAL GAS

ISOLATION VALVE

UNION

ROOF DRAIN

DRAWING NOTE

EQUIPMENT TAG

G

#

#

EQP

Page 9: NEJMARK - project.wrightconstruction.ca Files... · winnipeg, mb r3l 0j9 (204) 272-3255 job: foundation plan - plumbing renovation m1.2 drawings notes - foundation plan plumbing renovation

G

G G G G G G G G G G G G G G G G G G G G G G G G

GG

GG

G

G

GG

GG

GG

GG

GG

G

G

GG

G

G

G

G

G G G G G G G G G G G G

EXISTING 2"

EXISTING 2"

EXISTING 2"

EXISTING 3 4"

EXISTING 2"EXISTING 2"

EXISTING 3 4"

EXISTING 2"

EXISTING 34"EXISTING 3 4"

EXISTING 3 4"

EXISTING 2"

EXISTING 1"

EXISTING 34"

EXISTING 3 4"

EXISTING 1"

EXISTING 34"

EXISTING 112"EXISTING 11

2"

EXISTING 114"

EXISTING 114"

EXISTING 1"

EXISTING 114"

EXISTING 34"

EXISTING 34"

EXISTING 3 4"

EXISTING 3 4"

EXISTING 3 4"

EXISTING 112"

EXISTING 34"

EXISTING 34"

EXISTING 34"

EXISTING 114"

EXISTING 34"

EXISTING 34"

6

EF

5

EF

4

EF

1

RTU

GG

G

G

R2

EF

R3

EF

G G G

GG

GG

315 MBH

60 MBH

GG

GG

114" @ 7" WC

112" @ 7" WC

436 MBH

2

5

RD-E1

1" @ 2 PSI

34" @ 2 PSI

GG

G

RD-E1

RD-E1 RD-E1

RD-E1RD-E1

34" @ 2 PSI

1" @ 7" WC

114" @ 7" WC

34 " @ 7" WC

1 " @ 7" WC

2" @ 2 PSI

2" @ 7" WC

1" @ 2 PSI

114" @ 2 PSI

E17

EF

EXISTINGINTAKE

VENTILATOR E19

EF

EXISTINGREFRIGERATION

EQUIPMENT

G G G G G

452 MBH

#5

#12

#17

#9

#8

ISOLATION VALVE

50Ø

32Ø

RD-2

150 MBH

3.4 IN HEAD

2.8 HR DDT

14 GPM

2050 SQ FT

6" RISE

1 NOTCH

RD-1

5.5 IN HEAD

3.9 HR DDT

19.6 GPM

4120 SQ FT

6" RISE

1 NOTCH

RD-1

1.4 IN HEAD

2.6 HR DDT

8.5 GPM

988 SQ FT

6" RISE

1 NOTCH

RD-1

E6

RTU

E5

RTU

E4

RTU

E3

RTU

E1

RTU

E2

RTU

E8

RTU

E7

RTU

2

MUA

3

RTU

2

RTU

1

MUA

235 MBH

235 MBH

235 MBH235 MBH

235 MBH

125 MBH

78 MBH

400 MBH

E10

RTU

75 MBH

250 MBH

PRV-E1

325 MBH

PRV-E3

235 MBH

PRV-E4

235 MBH

PRV-E5

235 MBH

PRV-E7

235 MBH

PRV-E8

75 MBH

PRV-E9

510 MBH

PRV-E11

235 MBH

235 MBH

PRV-E12

400 MBH

PRV-E13

78 MBH

PRV-E16

235 MBH

PRV-E17

580 MBH

EXISTING 1"

#7

GG

GG

GG

G

G G G G G G G G G G

60 MBH

150 MBH

580 MBH

34" @ 7" WC 3

4" @ 2 PSI

#1

114" @ 2 PSI 11

4" @ 2 PSI 112" @ 2 PSI

112" @ 2 PSI

112" @ 2 PSI

112" @ 2 PSI

1

22

2

2

3

4

6

666

7

88

8

1

CU9

RD-3

10

11

8

13

12

12

#17

PRV-E18

125 MBH

PRV-1

60 MBH

PRV-2

318 MBH

PRV-3

452 MBH

PRV-4

315 MBH

PRV-5

436 MBH

PRV-6

150 MBH

RD-28

ROOF PLAN - RENOVATION

M3.2

SCALE:M3.2N

ROOF PLAN - RENOVATION1/8"=1'-0"

1

2-54 Adelaide Street Winnipeg Manit aob R3A 0V7

P 204 947 3775 F 204 947 3789 www.nejmark.mb.ca

N E J M A R KA R C H I T E C T

PROJECT TITLE:

SHEET TITLE:

COMMISSION NUMBER: SHEET NUMBER:

SOBEYS VARSITY COMMONS

1550- 8 St. E, SASKATOON,

SASKATCHEWAN

Drawings and specifications, as instruments of service are the property of the architect, the

copyright in the same being reserved to them. No reproduction may be made without the

permission of the architects, and when made, must bear their names. All prints to be returned.

The contractor is to verify dimensions and date noted herein with conditions on the site and is

held responsible for reporting discrepancy to the architects for adjustment.

DRAWN BY:

PRINTING DATE:

STAMP

No. ISSUED FOR DATE BY

1607

PSG2016.03.09

PERMIT AND TENDER1

JA

2016.03.09

2-472 STRADBROOK AVENUE

W I N N I P E G , M B R 3 L 0 J 9

( 2 0 4 ) 2 7 2 - 3 2 5 5

J O B :

GENERAL NOTES - ROOF PLAN

1. CONTRACTOR SHALL BE FAMILIAR WITH, REFER TO, AND COMPLYWITH ALL LOCAL CODES. ALL MECHANICAL WORK SHALL COMPLY IN

EVERY RESPECT WITH THE LATEST EDITIONS OF THE NATIONAL,PROVINCIAL AND MUNICIPAL BUILDING CODES, NFPA, ASHRAE,

SMACNA, AND ANY ADDITIONAL REQUIREMENTS OF THE LOCALAUTHORITY HAVING JURISDICTION.

2. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL NOT BE SCALED.THEY ESTABLISH DESIGN INTENT AND ARE NOT INTENDED TO BE

DETAILED INSTALLATION DOCUMENTS. MECHANICAL CONTRACTORSHALL ALLOW IN THEIR CONTRACT PRICE ALL COMPONENTS

REQUIRED TO PROVIDE A COMPLETE AND FUNCTIONAL MECHANICALINSTALLATION.

3. ANY OMISSIONS OR DISCREPANCIES IN THE DRAWINGS SHALL BE

BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONSULTANT FORCLARIFICATION. COMPENSATION FOR ADDITIONS TO THE CONTRACT

AFTER BID CLOSING WILL BE REJECTED.

4. INSPECT JOB SITE SHALL PRIOR TO COMMENCEMENT OF WORK AND

ALLOW FOR PROVISIONS MADE FOR ALL SITE CONDITIONS. EXACTPLACEMENT OF MECHANICAL EQUIPMENT AND SIZING/ROUTING OF

MECHANICAL SYSTEMS SHALL BE SITE CONFIRMED AND COORDINATEDWITH THE ARCHITECTURAL, ELECTRICAL, AND STRUCTURALDRAWINGS AND TRADES.

5. CAREFULLY EXAMINE ALL DRAWINGS OF OTHER TRADES.COORDINATE THE ELECTRICAL REQUIREMENTS OF ALL MECHANICAL

EQUIPMENT WITH THE ELECTRICAL CONTRACTOR.

6. ALL CUTTING AND/OR PATCHING OF ROOFS SHALL BE BY THEGENERAL CONTRACTOR UNLESS SPECIFICALLY INDICATED OTHERWISE.

7. PROVIDE DIELECTRIC COUPLINGS WHERE COMPONENTS OF DISSIMILAR

METAL ARE JOINED.

8. GAS PIPING SHALL BE BLACK STEEL TO ASTM A-53 SCHEDULE 40, 150 LB.STANDARD BLACK MALLEABLE IRON SCREW FITTING FOR SIZES BELOW

212". ALL MATERIALS AND INSTALLATION SHALL CONFIRM TO ALL

REQUIREMENTS OF THE LATEST EDITION OF CSA B149.1 NATURAL GAS

AND PROPANE INSTALLATION CODE AND ALL LOCAL GAS NOTICES.

DRAWINGS NOTES - ROOF PLAN

EXTEND NEW 112" @ 2 PSI GAS LINE UP BUILDING ADJACENT TO

EXISTING 2" @ 2 PSI NATURAL GAS PIPE. CONNECT NEW GAS

LINE TO GAS MAIN IMMEDIATELY DOWNSTREAM OF EXISTING 2"MAIN. CONFIRM ADEQUACY OF EXISTING GAS METER WITH

LOCAL UTILITY AND COORDINATE REPLACEMENT IF NECESSARY.TAKE OUT REQUIRED PERMIT AND PAY ALL ASSOCIATED FEES.

EXISTING GAS PIPING THROUGH EXISTING PITCH BOX TOREMAIN.

NEW GAS PIPING THROUGH NEW PITCH BOX TO SERVE NEWHMR EQUIPMENT.

NEW GAS PIPING THROUGH NEW PITCH BOX TO SERVE NEWUNIT HEATER.

GAS PIPE THROUGH ROOF WITHIN PITCH BOX TO SERVEBARBECUE CONNECTION AND GAS RANGE.

EXPANSION LOOP.

CONCENTRIC COMBUSTION AIR AND VENT PIPES SERVING UNITHEATER THROUGH ROOF. COORDINATE EXACT LOCATION ON

SITE. INSTALL AS PER MANUFACTURER'S WRITTEN INSTALLATIONINSTRUCTIONS.

THERMALLY INSULATE RAIN WATER LEADER FROM ROOF DRAIN

AND ROOF DRAIN BODY. REFER TO PLUMBING DRAWING FORCONTINUATION.

PROVIDE AND INSTALL CONDENSING UNIT FOR USE WITH

ASSOCIATED EVAPORATOR .

B-VENT FROM PIZZA OVEN THROUGH ROOF IN ACCORDANCE

WITH MANUFACTURER'S WRITTEN INSTALLATIONINSTRUCTIONS AND TO THE REQUIREMENTS OF THE

AUTHORITY HAVING JURISDICTION.

COMMUNITY ROOM VENT THROUGH ROOF IN ACCORDANCE

WITH MANUFACTURER'S WRITTEN INSTALLATIONINSTRUCTIONS.

REINSTALL RELOCATED OVEN EXHAUST FAN ON NEW ROOFCURB.

THERMALLY INSULATE AND HEAT TRACE RAIN WATER LEADER

FROM ROOF DRAIN AND INSULATED ROOF DRAIN BODY. REFERTO PLUMBING DRAWING FOR CONTINUATION.

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ROOF LEGENDNATURAL GAS

ISOLATION VALVE

UNION

ROOF DRAIN

DRAWING NOTE

EQUIPMENT TAG

G

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EQP