Upload
others
View
0
Download
0
Embed Size (px)
Citation preview
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
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
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
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