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Page 1: EXISTING 2x 2-1/2Ø VENT · return air duct up return air duct down supply or outdoor air duct down supply or outdoor air duct up general note ductwork equipment tags ... wire mesh
Page 2: EXISTING 2x 2-1/2Ø VENT · return air duct up return air duct down supply or outdoor air duct down supply or outdoor air duct up general note ductwork equipment tags ... wire mesh

MECHANICAL DRAWING LIST

DRAWINGS NO.

M0.01

M1.01

M2.01

M3.01

DESCRIPTION

SITE PLAN, BUILDING ELEVATION AND EQUIPMENT LIST

1ST FLOOR PLAN

MECHANICAL DETAILS

MECHANICAL SPECIFICATIONS

SCALE

AS NOTED

AS NOTED

AS NOTED

NOT TO SCALE

SCALE:

3

M0.01

1/16" = 1'-0"

BUILDING ELEVATION NORTH DEMO

EXISTING DIESEL PUMPING STATION

TO BE REMOVED

EXISTING GASOLINE PUMPING

STATION TO BE REMOVED

EXISTING VENT PIPES TO BE

REMOVED

EXISTING UNDERGROUND 1200 GAL

(4,546 L) DIESEL TANK TO BE

REMOVED AND RECYCLED

EXISTING UNDERGROUND 600 GAL

(2,273 L) GASOLINE TANK TO BE

REMOVED AND RECYCLED

EQUIPMENT / FIXTURE TYPE

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

GENERAL NOTE

DUCTWORK

EQUIPMENT TAGS

DUCT OR PIPE CAP-OFF

RETURN OR EXHAUST AIR GRILLE

FIRE DAMPER - HORIZONTAL (FD)

FIRE DAMPER - VERTICAL (FD)

MOTORIZED DAMPER (MD)

BACKDRAFT DAMPER (BDD)

BALANCING DAMPER (BD)

ACOUSTIC INSULATION

TURNING VANES

BDD

PIPING

FD

FD

-

-

-

-

BDD

FD

FD

BDD

FD

FD

-

-

SYMBOL SCHEDULE

FUEL OIL RETURN (F.O.R.)

FUEL OIL SUPPLY (F.O.S.)

V

VENTV V

STRAINER

RELIEF VALVE

BACKFLOW PREVENTOR (BFP)

AUTOMATIC AIR VENT (AAV)

BALANCING VALVE

PRESSURE REDUCING VALVE (PRV)

DIRECTION OF FLOW

PIPE DROP

PIPE RISE

PIPE TEE UP

ISOLATION VALVE (NORMALLY OPEN)

CHECK VALVE

2-WAY CONTROL VALVE

3-WAY CONTROL VALVE

ISOLATION VALVE (NORMALLY CLOSED)

PIPE UNION

NC

NO

PIPE TEE DOWN

FITTINGS AND VALVES

NC

NO

NC

NO

PROJECT ADDRESS

1005 W. 59TH AVENUE

LEGAL DESCRIPTION

LOT 12 BLOCK 17A PLAN VAP7350 DISTRICT LOT 526

SCALE:

2

M0.01

N.T.S.

SITE PLAN 2

SCALE:

4

M0.01

N.T.S.

IMAGE - BUILDING ELEVATION NORTH DEMO

EQUIPMENT LIST

EQUIPMENT

FUEL TANK

LOW FILL BOX

MAGNETOSTRICTIVE PROBE

HOSE

3/4 HP SUBMERSIBLE TURBINE PUMPS

DISCRIMINATING DISPENSER PAN SENSOR

MONITORING SYSTEM

EMERGENCY SHUT OFF VALVES

REMOTE DISPENSER

MANUFACTURER

KELLER EQUIPMENT

MORRISON BROS

SITE SENTINEL

HOSE MASTER INC.

FRANKLIN FUELING SYSTEMS

SITE SENTINEL

SITE SENTINEL

OPW-10 SERIES

WAYNE FUEL SYSTEMS

DESCRIPTION/MODEL

1320 GAL (5000 LITRE) DOUBLE WALL VACUUM MONITORED TANK(ULC-S601), 121" X 48" X 96"

715S

MODEL 942B

FSMM0150x18

STP-75-VL2 (400818921)

30-0232-DH-10

NANO CONSOLE

10BFP5726

SUPER HIGH CAPACITY(SHC) - SINGLE LANE-ORIENTED

W 59TH AVE

O

A

K

S

T

LANE

W 58TH AVE

SCOPE OF

WORK

4

M0.01

EXISTING 2x 2-1/2"Ø VENT

PIPES TO BE REMOVED

EXISTING CONCRETE PAD TO BE

REMOVED

EXISTING DIESEL PUMPING STATION

TO BE REMOVED

EXISTING GASOLINE PUMPING

STATION TO BE REMOVED

EXISTING CONCRETE PAD TO BE

REMOVED

NOTES:

ALL EQUIPMENT IS INCLUDED AND DELIVERED AS A SKID PACKAGE.

PROJECT

NORTH

SCOPE OF WORK

ELECTRICAL CONDUIT

SCALE:

1

M0.01

1/16" = 1'-0"

SITE PLAN

W 59TH AVE

O

A

K

S

T

NEW 5,000 LITRE TANK

2

M0.01

SAN

S

A

N

PROJECT NO.

DRAWING TITLE:

DATE

CHECKED BY

DRAWN BY

PROJECT TITLE:

SCALE

DRAWING NO.

FIRE HALL 22 -UNDERGROUNDSTORAGE TANKREPLACEMENT

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.

1005 W 59TH AVE.,VANCOUVER, BC

DESCRIPTION

2019-05-10

DATEREV.

ISSUED FOR PROGRESS1.

SEAL:

CONSULTANT:

127b-057-19

MAY 7, 2019

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

2019-08-07 ISSUED FOR REVIEW2.

2019-09-26 ISSUED FOR CLIENT REVIEW

3.

2019-10-10 RE-ISSUED FOR BUILDING PERMIT

4.

5.

2019-08-08 ISSUED FOR BUILDING PERMIT

2019-10-28 ISSUED FOR TENDER6.

M0.01

A.BALCHI

M.DEALBA

AS NOTED

SITE PLAN, BUILDINGELEVATION ANDEQUIPMENT LIST

Page 3: EXISTING 2x 2-1/2Ø VENT · return air duct up return air duct down supply or outdoor air duct down supply or outdoor air duct up general note ductwork equipment tags ... wire mesh

PROJECT

NORTH

SCALE:

3

M1.01

NTS

5,000 LITRE TANK SIDE VIEW

APPROXIMATE ROUTING OF NEW

SURFACE MOUNTED CONDUIT

APPROXIMATE LOCATION OF NEW

ABOVEGROUND DIESEL SKID PACKAGE

(TANK AND DISPENSER). EXACT LOCATION

TO BE CONFIRMED ON SITE. NEW TANK

DIMENSION 121" X 48" X 96". REFER TO

DETAIL 2 / M1.01, 1 / M2.01 FOR DETAILS.

TOP RAIL MIN 1-1/4" NPS

SEAMLESS SCH 40 HOT DIP

GALVANIZED STEEL PIPE

GATE POST

LINE POST

WIRE MESH

50MM X # 11 GA

TENSION WIRE

MIN # 9 GA

97"

MIN 3 HINGES INSTALL LOCK. DOOR TO

BE OPENED OUTWARD.

97"

SCALE:

4

M1.01

NTS

FENCE DETAIL

NEW WALL MOUNTED FUEL

MONITORING SYSTEM. REFER TO

DRAWING 4/M2.01

CHAIN LINK FENCE.

OFFSET MIN 4" AROUND

HOUSEKEEPING EDGE.

REFER TO DETAIL 3 / M1.01

20"

REMOVABLE STEEL

BOLLARD. REFER TO

DETAIL 11 / M2.01

CONCRETE FILLED STEEL

BOLLARD. OFFSET 20" FROM

FENCE. REFER TO DETAIL 12 /

M2.01. (TYP. OF 3)

NEW 2"Ø X 8' LONG VENT

PIPES C/W RAIN HOOD

PROVIDE

CONCRETE PAD

4"

FENCE ACCESS DOOR

LOCATION. SIZE TO BE

CONFIRMED AT SITE.

150"

297"

OUTLINE OF

EXISTING VAULT

1

2

A

B

ACCESS DOOR SIZE

TO BE CONFIRMED

AT SITE

1

3

2

0

G

A

L

(

5

0

0

0

L

)

T

A

N

K

D

IS

P

E

N

S

E

R

SCALE:

1

M1.01

1/4" = 1'-0"

1ST FLOOR PLAN - NEW

SCALE:

2

M1.01

1/4" = 1'-0"

REFERENCE FENCE IMAGE

PROJECT NO.

DRAWING TITLE:

DATE

CHECKED BY

DRAWN BY

PROJECT TITLE:

SCALE

DRAWING NO.

FIRE HALL 22 -UNDERGROUNDSTORAGE TANKREPLACEMENT

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.

1005 W 59TH AVE.,VANCOUVER, BC

DESCRIPTION

2019-05-10

DATEREV.

ISSUED FOR PROGRESS1.

SEAL:

CONSULTANT:

127b-057-19

MAY 7, 2019

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

2019-08-07 ISSUED FOR REVIEW2.

2019-09-26 ISSUED FOR CLIENT REVIEW

3.

2019-10-10 RE-ISSUED FOR BUILDING PERMIT

4.

5.

2019-08-08 ISSUED FOR BUILDING PERMIT

2019-10-28 ISSUED FOR TENDER6.

M1.01

A.BALCHI

M.DEALBA

AS NOTED

1ST FLOOR PLAN

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SCALE:

1

M2.01

N.T.S.

IMAGE 1 - TANK AND LOCATION - NEW

SCALE:

2

M2.01

N.T.S.

IMAGE 2 - TRUCK TURNING RADIUS

SCALE:

3

M2.01

N.T.S.

IMAGE 3: EXISTING EMERGENCY SHUT-OFFS

SCALE:

4

M2.01

N.T.S.

IMAGE 4: CONDUIT ROUTING

SCALE:

5

M2.01

N.T.S.

IMAGE 5: CONDUIT ROUTING

SCALE:

6

M2.01

N.T.S.

IMAGE 6: CONDUIT ROUTING

SCALE:

7

M2.01

N.T.S.

IMAGE 7: CONDUIT ROUTING

SCALE:

8

M2.01

N.T.S.

IMAGE 8: CONDUIT ROUTING

SCALE:

10

M2.01

N.T.S.

IMAGE 10: CONDUIT ROUTING AND

FUEL MONITORING SYSTEM

SCALE:

9

M2.01

N.T.S.

IMAGE 9: CONDUIT ROUTING

NEW 2"Ø X 8' LONG VENT

PIPE C/W RAIN HOOD

CHAIN LINK FENCE.

OFFSET MIN 4" AROUND

HOUSEKEEPING EDGE. C/W

DOUBLE ACCESS GATE ON

BUILDING EDGE SIDE.

REFER TO DETAIL 1 / M1.01

440"

EXISTING

EMERGENCY FUEL

SHUT-OFFS TO BE

REMOVEDNEW: PACKAGED STORAGE

TANK AND PUMPING STATION:

5,000 LITRE DOUBLE WALL

VACUUM MONITORED TANK

(ULC-S601) EXACT LOCATION

TO BE CONFIRMED ON SITE

SITE SENTINEL:

NANO CONSOLE

CONDUIT ROUTING

TO BE EXPOSED

295"

SCALE:

11

M2.01

N.T.S.

DETAIL - REMOVABLE STEEL BOLLARD

SCALE:

12

M2.01

N.T.S.

DETAIL - CONCRETE FILLED STEEL BOLLARD

CONCRETE FILLED

STEEL BOLLARD.

OFFSET 20" FROM

FENCE. REFER TO

DETAIL 12 / M2.01.

REMOVABLE STEEL

BOLLARD. OFFSET

20" FROM FENCE.

REFER TO DETAIL 11

/ M2.01.

NOTE:

REFER TO STRUCTURAL DRAWINGS FOR

CONCRETE SPECIFICATION DETAILS.

NOTE:

REFER TO STRUCTURAL DRAWINGS FOR

CONCRETE SPECIFICATION DETAILS.

PROJECT NO.

DRAWING TITLE:

DATE

CHECKED BY

DRAWN BY

PROJECT TITLE:

SCALE

DRAWING NO.

FIRE HALL 22 -UNDERGROUNDSTORAGE TANKREPLACEMENT

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.

1005 W 59TH AVE.,VANCOUVER, BC

DESCRIPTION

2019-05-10

DATEREV.

ISSUED FOR PROGRESS1.

SEAL:

CONSULTANT:

127b-057-19

MAY 7, 2019

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

2019-08-07 ISSUED FOR REVIEW2.

2019-09-26 ISSUED FOR CLIENT REVIEW

3.

2019-10-10 RE-ISSUED FOR BUILDING PERMIT

4.

5.

2019-08-08 ISSUED FOR BUILDING PERMIT

2019-10-28 ISSUED FOR TENDER6.

M2.01

A.BALCHI

M.DEALBA

AS NOTED

MECHANICALDETAILS

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1. GENERAL

1.1 INTENT

.1 FOR THIS PROJECT THE MECHANICAL CONTRACTOR WILL BE THE PRIME CONTRACTOR. THE MECHANICAL CONTRACTOR WILL BE

RESPONSIBLE FOR RUNNING THE PROJECT AND SUPERVISING AND ADMINISTERING ALL SUB-TRADES. THIS WILL INCLUDE SEISMIC

CONSULTANT, SEISMIC ATTACHMENT, CUTTING/CORING, ELECTRICAL WORK, GEOTECHNICAL WORK AND CONTROL WORK. IN ADDITION,

THIS CONTRACTOR WILL NEED TO LIAISE WITH CITY OF VANCOUVER FACILITIES FOR ANY REQUIRED SHUTDOWNS AND INSTALLING

HOARDING, SITE TRAILER OFFICE, ETC. WORK TO BE CONDUCTED BY AN ITA PETROLEUM EQUIPMENT INSTALLER REGISTERED IN THE

PROVINCE OF BRITISH COLUMBIA.

.2 THE INTENT OF THIS SPECIFICATION AND THE DRAWINGS IS TO PROVIDE A COMPLETE AND FULLY OPERATING MECHANICAL SYSTEM IN

COMPLETE ACCORD WITH APPLICABLE CODES. THE MECHANICAL CONTRACTOR SHALL MAKE PROVISIONS FOR LABOUR, MATERIAL,

AND EQUIPMENT NECESSARY TO COMPLETE THE WORK. TENDER PACKAGE IS COMPRISED OF MECHANICAL AND STRUCTURAL

DRAWINGS AND GEOTECHNICAL REPORT. CONTRACTOR TO ALLOW FOR ALL SCOPE OF WORK NOTED ON THESE DOCUMENTS.

.3 DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY TO EACH OTHER AND WHAT IS CALLED FOR IN ONE IS BINDING AS IF CALLED

FOR BY BOTH. SHOULD ANY DISCREPANCY APPEAR BETWEEN DRAWINGS AND SPECIFICATIONS WHICH LEAVES DOUBT AS TO THE

TRUE INTENT AND MEANING, OBTAIN A RULING FROM THE CONSULTANT TEN (10) DAYS BEFORE SUBMITTING TENDER. FAILING THIS,

ALLOW FOR MOST EXPENSIVE ALTERNATIVE.

.4 CONTRACT DOCUMENTS ARE DIAGRAMMATIC ONLY. THEY ARE TO ESTABLISH SCOPE, MATERIAL AND QUALITY. THEY ARE NOT

DETAILED INSTALLATION DRAWINGS. MINOR DETAILS USUALLY NOT SHOWN OR SPECIFIED AND ANY INCIDENTAL ACCESSORIES

REQUIRED FOR PROPER INSTALLATION OF THE SYSTEM ARE TO BE INCLUDED IN THE WORK.

.5 CONTRACTOR IS TO ENSURE THAT ALL INTENDED EQUIPMENT WILL FIT WITHIN GIVEN SPACES. MAKE REFERENCE TO THE ELECTRICAL,

MECHANICAL, ARCHITECTURAL AND STRUCTURAL DRAWINGS, WHEN SETTING OUT WORK AND BEFORE ORDERING EQUIPMENT.

.6 THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO TENDER AND VERIFY EXISTING CONDITIONS. NEW PIPING, DUCTWORK AND

INSULATION STANDARDS SHALL AT LEAST MATCH THE EXISTING INSTALLATION OR BE HIGHER IF SPECIFIED HEREIN.

.7 CONSULTANT IS DEFINED AS THE AME REPRESENTATIVE ADMINISTERING THE PROJECT.

1.2 CODE COMPLIANCE

.1 ALL WORK SHALL CONFORM TO CURRENT EDITION OF NATIONAL, PROVINCIAL AND MUNICIPAL CODES, STANDARDS AND ACTS; AND WILL

MEET THE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION, VANCOUVER BUILDING BY-LAW 2014.

1.3 LIABILITY

.1 ASSUME RESPONSIBILITY FOR LAYOUT OF WORK; AND FOR ANY DAMAGE CAUSED TO THE OWNER OR OTHER TENANTS BY IMPROPER

EXECUTION OF WORK.

.2 PROTECT FINISHED AND UNFINISHED WORK FROM DAMAGE.

.3 TAKE RESPONSIBILITY FOR CONDITION OF MATERIALS AND EQUIPMENT SUPPLIED AND PROTECT UNTIL WORK IS COMPLETED AND

ACCEPTED. COORDINATE DELIVERIES WITH THE GENERAL CONTRACTOR.

1.4 CERTIFICATES

.1 GIVE NOTICES, OBTAIN PERMITS AND APPROVALS, AND PAY FEES SO WORK SPECIFIED MAY BE CARRIED OUT. FURNISH CERTIFICATES

IF REQUESTED, AS EVIDENCE THAT WORK CONFORMS WITH LAWS AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION.

1.5 CUTTING AND PATCHING

.1 ALL WORK SHALL BE CO-ORDINATED WITH OTHER TRADES ESPECIALLY THAT RELATED TO CUTTING AND PATCHING OF REQUIRED

OPENINGS; AND LOCATIONS AND INSTALLATION OF SLEEVES, INSERTS, SUPPORT, CURBS, FRAMES AND ACCESS DOORS.

.2 OBTAIN APPROVAL FROM THE CONTRACTOR'S, STRUCTURAL AND ELECTRICAL ENGINEERS BEFORE DRILLING AND CORING OF EXISTING

STRUCTURE.

.3 PROVIDE X-RAY OF ALL REQUIRED PENETRATIONS OF THE FLOOR. X-RAY USE FOR LOCATING IN FLOOR REBAR AND CONDUIT TO BE

DONE AFTER NORMAL WORKING HOURS. TAKE NECESSARY PRECAUTIONS TO PROTECT COMPUTER EQUIPMENT WHEN X-RAYING

FLOORS. COORDINATE WITH OWNER.

1.6 ALTERNATIVE MATERIALS AND EQUIPMENT

.1 CONTRACT PRICE SHALL BE BASED ON MATERIALS AND EQUIPMENT SPECIFIED. APPROVAL BY CONSULTANT OF EQUIPMENT

SUBMITTED BY THE MECHANICAL TRADE AS ALTERNATE TO THAT SPECIFIED DOES NOT RELIEVE THE MECHANICAL TRADE OF ANY

RESPONSIBILITY.

.2 REVISIONS REQUIRED TO ADAPT ACCEPTED EQUALS AND ALTERNATIVES SHALL BE INCLUDED IN THE CONTRACT PRICE. NO INCREASE

IN THE CONTRACT PRICE WILL BE CONSIDERED TO ACCOMMODATE THE USE OF EQUIPMENT OTHER THAN THAT SPECIFIED.

.3 CERTAIN ITEMS OF EQUIPMENT AND ITEMS OF WORK MAY NOT HAVE AN APPROVED EQUAL DUE TO THE NEED TO HAVE A CONSISTENT

TYPE OR SOURCE OF MAINTENANCE. REFER TO SPECIFIC CLAUSES IN THIS SPECIFICATION.

1.7 SHOP DRAWINGS

.1 SUBMIT ONE SET OF ELECTRONIC SHOP DRAWINGS TO CONSULTANT FOR ALL EQUIPMENT SPECIFIED IN THE SPECIFICATION OR

DRAWINGS FOR REVIEW. DO NOT ORDER EQUIPMENT OR MATERIALS UNTIL CONSULTANT HAS REVIEWED SHOP DRAWINGS.

1.8 GUARANTEE

.1 PROVIDE THE OWNER WITH A WRITTEN GUARANTEE THAT THE EQUIPMENT INSTALLED AND WORK PERFORMED SHALL REMAIN IN

SERVICEABLE CONDITION FOR A PERIOD OF TWO (2) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER. THE WARRANTY

SHALL COVER MATERIAL AS WELL AS LABOUR.

1.9 STANDARD OF MATERIALS AND WORKMANSHIP

.1 MAKE AND QUALITY OF MATERIALS USED ARE SUBJECT TO APPROVAL BY THE CONSULTANT. REMOVE UNACCEPTABLE MATERIALS AND

INSTALL SUITABLE MATERIALS IN THEIR PLACE.

.2 MATERIALS SHALL BE NEW AND OF UNIFORM PATTERN THROUGHOUT, UNLESS NOTED OTHERWISE.

.3 EMPLOY ONLY TRADESMEN PROPERLY LICENSED TO PERFORM THE SPECIFIC WORK. THE CONSULTANT MAY PERFORM SPOT CHECKS

FOR TRADE TICKETS AND ACCREDITATION.

1.10 EQUIPMENT REMOVED

.1 WHERE EQUIPMENT IS REMOVED AND NOT RE-USED IT SHALL BE DISPOSED OF. CONTRACTOR TO INCLUDE ALL COSTS FOR DISPOSAL

OF ALL MATERIALS TO BE DEMOLISHED AND REMOVED AS INDICATED IN THESE DOCUMENTS. EXISTING TANKS TO BE RECYCLED AT A

LOCAL RECYCLING FACILITY. PROVIDE LETTER AT END OF PROJECT INDICATING THAT TANKS WERE RECEIVED BY A RECYCLING

FACILITY.

1.11 RECORD DRAWINGS

.1 KEEP ON SITE AN EXTRA SET OF WHITE PRINTS AND SPECIFICATIONS, RECORDING CHANGES AND DEVIATIONS DAILY. THESE

DRAWINGS SHALL BE MADE AVAILABLE ON A WEEKLY BASIS FOR REVIEW BY THE CONSULTANT.

.2 UPON COMPLETION OF WORK, SUBMIT FINAL RECORD DRAWINGS TO THE CONSULTANT. THESE MUST BE SUBMITTED WITHIN TWO (2)

WEEKS AFTER ACCEPTANCE OF WORK. FAILURE TO SUBMIT DRAWINGS WILL RESULT IN THE WORK BEING DONE BY THE OWNER AND

THE COST DEDUCTED FROM THE FINAL PAYMENT.

.3 THE FINAL RECORD DRAWINGS MAY BE SUBMITTED TO THE CONSULTANT FOR CAD WORK AT A COST OF $400 PER SHEET.

.4 ALTERNATIVELY, THE CONTRACTOR MAY MAKE THE CHANGES ON AUTOCAD FILES, WHICH SHALL BE PROVIDED BY THE CONSULTANT.

CONTRACTOR SHALL USE CURRENT VERSION OF AUTOCAD AS USED ON THE PROJECT DRAWINGS.

1.12 SUBSTANTIAL COMPLETION INSPECTION

.1 ADVISE CONSULTANT FIVE (5) DAYS PRIOR TO THE DATE INSPECTION IS DESIRED. ALL SYSTEMS TO BE FULLY OPERATIONAL AND ANY

DEFICIENCIES SHOULD BE NOTED TO THE CONSULTANT.

.2 ALL DEFICIENCIES SHALL BE COMPLETED WITHIN TWO (2) WEEKS AFTER SUBSTANTIAL COMPLETION AND LETTER SUBMITTED TO

CONSULTANT WITHIN THAT TIME ADVISING THAT THE WORK IS COMPLETE. FAILURE TO COMPLETE WORK WILL RESULT IN WORK BEING

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

.3 THE FOLLOWING SHALL BE AN OUTLINE CHECKLIST OF THE MINIMUM REQUIREMENTS TO BE MET BY THE CONTRACTOR PRIOR TO THE

CONSULTANTS' SUBSTANTIAL PERFORMANCE BY THE CONTRACTOR.

INSPECTION:

¨ COMMISSIONING REPORT OF LEAK DETECTION SYSTEM

¨ FINAL PLUMBING INSPECTION CERTIFICATE FROM LOCAL PLUMBING INSPECTOR

¨ SEISMIC ENGINEERS INSPECTION OF ALL SEISMIC RESTRAINTS AND SCHEDULE C LETTERS OF ASSURANCE

¨ FINAL AS-BUILT DRAWINGS READY FOR REVIEW

¨ MAINTENANCE AND OPERATION MANUALS, READY FOR REVIEW

¨ CONTROLS COMMISSIONING REPORT

¨ TANK RECYCLING LETTER

1.13 EXAMINATION OF WORK

.1 THIS PROJECT INVOLVES RENOVATIONS TO EXISTING BUILDING, THEREFORE, EXAMINE THE SITE AND LOCAL CONDITIONS TO

DETERMINE THE DIFFICULTIES IN CARRYING OUT THE WORK INDICATED AND SPECIFIED PRIOR TO SUBMITTING FINAL PRICE. EXTRAS

WILL NOT BE CONSIDERED BASED ON THE GROUNDS OF DIFFERENCES ON SITE.

1.14 COORDINATION WITH ELECTRICAL SUBCONTRACTOR

.1 CONTRACTOR SHALL REVIEW ALL EQUIPMENT REQUIRING ELECTRICAL HOOK-UP WITH THEIR ELECTRICAL CONTRACTOR PRIOR TO

ORDERING EQUIPMENT. ENSURE PROPER ELECTRICAL CHARACTERISTICS ARE DETERMINED FOR ALL AFFECTED AND RELATED WORK.

THIS IS PART OF THE CONTRACTORS SHOP DRAWING REVIEW AND NO EXTRAS WILL BE CONSIDERED FOR DIV. 16/16 POWER

MISMATCHES.

.2 THE ELECTRICAL CONTRACTOR SHALL BE A SUB TO THE MECHANICAL CONTRACTOR. THE ELECTRICAL CONTRACTOR WILL BE

RESPONSIBLE FOR PROVIDING 2 CIRCUITS FOR THE CONTROLS CONTRACTOR WORK AND POWER TO THE LEAK DETECTION SYSTEMS

AND ALARMS.

.3 THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING A DESIGN BUILD FOR THEIR SCOPE OF WORK.

.4 ALL INDOOR WORK TO BE IN CONDUIT. ALL VAULT WIRING TO BE IN IPEX SCEPTOR SCHEDULE 40 FT-4 RATED RIGID PVC; CSA APPROVED.

.5 MECHANICAL CONTRACTOR TO ENSURE THEIR ELECTRICAL CONTRACTOR IS PRESENT AT PRE-TENDER WALKTHROUGH TO DETERMINE

FULL SCOPE.

.6 ALL VAULT CONDUIT TO BE MOUNTED ON S.S. OR ALUMINUM UNISTRUT C/W S.S/ALUMINUM BRACKETS AND BOLTS.

1.15 COORDINATION OF SERVICES

.1 COORDINATE WITH THE OWNER TO SHUTDOWN, DISCONNECT, REROUTE, OR MAKE CONNECTION TO EXISTING SERVICES. PROVIDE

WRITTEN 24 HOUR NOTICE FOR ALL SERVICE SHUTDOWNS.

1.16 PERFORMANCE TESTS

.1 OPERATE EACH MECHANICAL SYSTEM AFTER MECHANICAL AND ELECTRICAL WORK HAS BEEN COMPLETED, TO DEMONSTRATE THAT

EACH SYSTEM FULFILLS THE REQUIREMENTS OF THE CONTRACT AND OPERATES SATISFACTORILY. THESE ARE PERFORMANCE TESTS

AND MUST BE COMPLETED BEFORE WORK CAN BE FINALLY ACCEPTED. COORDINATE WITH PACKAGED EQUIPMENT SUPPLIERS AND THE

COMMISSIONING AGENT.

1.17 OPERATION AND MAINTENANCE MANUALS

.1 PROVIDE ONE (1) HARD COPY ONLY AND TWO (2) ELECTRONIC COPIES ON USB STICKS FOR THE WARRANTY, OPERATION AND

MAINTENANCE MANUALS PREPARED BY QUALIFIED AND EXPERIENCED PERSONNEL FOR USE BY OWNER. MANUALS FORM PART OF THE

CONTRACT AND MUST BE DELIVERED TO THE CONSULTANT BEFORE WORK WILL BE CONSIDERED COMPLETE. EACH MANUAL SHALL

PROVIDE THE FOLLOWING:

.1 LAYMAN'S DESCRIPTION OF ALL MECHANICAL SYSTEMS INCLUDING OPERATING MAINTENANCE AND LUBRICATION INSTRUCTIONS,

.2 CERTIFICATION OF ALL EQUIPMENT WHERE REQUIRED BY LOCAL CODES AND AUTHORITIES,

.3 SHOP DRAWINGS AND MAINTENANCE BULLETINS,

.4 LIST ADDRESS AND TELEPHONE NUMBERS OF ALL EQUIPMENT SUPPLIERS AND CONTRACTORS.

.5 PERFORMANCE DETAILS FOR ALL EQUIPMENT.

1.18 SEISMIC CONTROL

.1 REFER TO STRUCTURAL DRAWINGS. BUSH & BOHLMAN IS THE STRUCTURAL ENGINEER FOR THE PROJECT.

.2 PROVIDE SEISMIC RESTRAINT FOR THE NEW TANKS TO SATISFY ALL CODES AND AUTHORITIES HAVING JURISDICTION.

.3 SUBMIT SHOP DRAWINGS OF ALL SEISMIC RESTRAINT DETAILS PREPARED AND SEALED BY A PROFESSIONAL ENGINEER. PRIOR TO

SUBSTANTIAL COMPLETION, THIS PROFESSIONAL ENGINEER FOR SEISMIC DESIGN SHALL VISIT THE SITE TO VERIFY SEISMIC RESTRAINT

INSTALLATION AND PROVIDE A LETTER OF CONFORMANCE IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE.

.4 EQUIPMENT SHALL BE RESTRAINED 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.

.5 THE CONTRACTOR SHALL OBTAIN APPROVAL FOR THE LOCATION OF ALL RESTRAINT FIXING POINTS FROM THE STRUCTURAL ENGINEER,

ON SITE, PRIOR TO INSTALLATION.

.6 AT END OF PROJECT PROVIDE SCHEDULE SB AND SC TO CONSULTANT.

2. PIPING

2.1 PIPE MATERIAL

.1 SERVICE: FUEL OIL SUPPLY - INSIDE BUILDING

MATERIAL: TYPE K SOFT COPPER TUBING TO ASTM B75M C/W BRAZED FITTINGS (85/15).

.2 SERVICE: FUEL OIL PIPING IN VAULT

MATERIAL: OPW FLEXWORKS DEOUBLE WALLED FLEXIBLE PIPING. INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS

2.2 PIPE HANGERS AND SUPPORTS

.1 ALL PIPING SHALL BE FIRMLY SUPPORTED AND SECURELY BRACED. PROVIDE STAINLESS STEEL HANGERS, SUPPORTS AND UNISTRUT

FOR PIPING IN VAULT.

.2 USE OF PERFORATED STRAPS IS NOT PERMITTED FOR PIPE HANGERS.

.3 PROVIDE RING TYPE HANGERS FOR PIPING UP TO 1½" 40 MM AND CLEVIS TYPE HANGERS FOR PIPING OVER 1½" 40 MM.

2.3 PIPE SUPPORT SPACING

PIPE SIZE ROD DIAMETER SPACING

(IN.) (MM) (IN.) (MM) (FT.) (M)

1/2 15 3/8 9 6 OR 1.8

3 CONTROLS

3.1 ACCEPTABLE CONTRACTORS

.1 ALL CONTROLS WORK IS TO BE DONE BY THE BASE BUILDING CONTRACTOR (ESC WITH DELTA COMPONENTS).

.1 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.

.2 COORDINATE ALL WORK WITH ELECTRICAL SUBCONTRACTOR.

3.2 WIRING

.1 ALL WIRING INSIDE BUILDING TO BE IN CONDUIT. WITHIN THE VAULT WIRING TO BE IN PVC CONDUIT AS PER 1.14 4 AND 6.

3.3 CONTROL COMPONENTS

.1 SHALL BE EQUAL TO BASE BUILDING STANDARD TYPE UNLESS NOTED OTHERWISE.

4 GEOTECHNICAL WORK

4.1 REFER TO HORIZON ENGINEERING REPORT. CONTRACTOR TO ALLOW FOR ALL WORK NOTED ON THE DOCUMENT INCLUDING EXCAVATION,

ENGINEERED FILL, AND PAD FOUNDATION.

4.2 CONTRACTOR TO ALLOW FOR A MINIMUM OF 2 SITE REVIEWS FROM HORIZON ENGINEER. ALLOW FOR $1,000.00 FEE

4.3 CONTRACTOR TO ALLOW FOR ONE SOIL TESTING PRIOR BACK FILLING AND ONE NUCLEAR DENSITY TESTING.

END OF SECTION

PROJECT NO.

DRAWING TITLE:

DATE

CHECKED BY

DRAWN BY

PROJECT TITLE:

SCALE

DRAWING NO.

FIRE HALL 22 -UNDERGROUNDSTORAGE TANKREPLACEMENT

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.

1005 W 59TH AVE.,VANCOUVER, BC

DESCRIPTION

2019-05-10

DATEREV.

ISSUED FOR PROGRESS1.

SEAL:

CONSULTANT:

127b-057-19

MAY 7, 2019

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

2019-08-07 ISSUED FOR REVIEW2.

2019-09-26 ISSUED FOR CLIENT REVIEW

3.

2019-10-10 RE-ISSUED FOR BUILDING PERMIT

4.

5.

2019-08-08 ISSUED FOR BUILDING PERMIT

2019-10-28 ISSUED FOR TENDER6.

M3.01

A.BALCHI

M.DEALBA

AS NOTED

MECHANICALSPECIFICATIONS

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