m-00 · fax:(604) 888-7719 1 sept 30, 2016 ... r/a. astech consultants ltd. 101-building...
TRANSCRIPT
City of New Westminster
Police Services Building
549 Columbia St.
New Westminster, B.C.
PROJECT
SCALE
DWG DATE
DESIGNED
DRAWN
CHECKED
APPROVED
DRAWING
SHEET TITLE
PROJECT
JULY 2016
C.H.
R.C.
16310-M
OF 5
SEAL
REVISIONS
REV. DATE DESCRIPTION BY
COPYRIGHT RESERVEDEverything shown hereon is for use on this project only and may notbe reproduced without the written permission of ROCKY POINTENGINEERING Ltd. and unless the reproduction carries their name.
CLIENT
R.C.
R.C.
KEY PLAN
2 Issued for TenderOct. 27, 2016 RC
Langley Office
208 - 20171 92A Avenue
Langley, BC V1M 3A5
www.rpeng.ca
Tel: (604) 888-7779
Fax: (604) 888-7719
1 SEPT 30, 2016 COORDINATION RC
KEY PLANS
1
M-00
AS NOTED
GRILLES & DIFFUSER SCHEDULE:
City of New Westminster
Police Services Building
549 Columbia St.
New Westminster, B.C.
PROJECT
SCALE
DWG DATE
DESIGNED
DRAWN
CHECKED
APPROVED
DRAWING
SHEET TITLE
PROJECT
JULY 2016
C.H.
R.C.
16310-M
OF 5
SEAL
REVISIONS
REV. DATE DESCRIPTION BY
COPYRIGHT RESERVEDEverything shown hereon is for use on this project only and may notbe reproduced without the written permission of ROCKY POINTENGINEERING Ltd. and unless the reproduction carries their name.
CLIENT
R.C.
R.C.
KEY PLAN
2 Issued for TenderOct. 27, 2016 RC
Langley Office
208 - 20171 92A Avenue
Langley, BC V1M 3A5
www.rpeng.ca
Tel: (604) 888-7779
Fax: (604) 888-7719
1 SEPT 30, 2016 COORDINATION RC
Level 2 Floor Plan
Demolition & New
2
M-01
1:100
City of New Westminster
Police Services Building
549 Columbia St.
New Westminster, B.C.
PROJECT
SCALE
DWG DATE
DESIGNED
DRAWN
CHECKED
APPROVED
DRAWING
SHEET TITLE
PROJECT
JULY 2016
C.H.
R.C.
16310-M
OF 5
SEAL
REVISIONS
REV. DATE DESCRIPTION BY
COPYRIGHT RESERVEDEverything shown hereon is for use on this project only and may notbe reproduced without the written permission of ROCKY POINTENGINEERING Ltd. and unless the reproduction carries their name.
CLIENT
R.C.
R.C.
KEY PLAN
2 Issued for TenderOct. 27, 2016 RC
Langley Office
208 - 20171 92A Avenue
Langley, BC V1M 3A5
www.rpeng.ca
Tel: (604) 888-7779
Fax: (604) 888-7719
1 SEPT 30, 2016 COORDINATION RC
Roof Plan
Demolition & New
3
M-02
1:100
City of New Westminster
Police Services Building
549 Columbia St.
New Westminster, B.C.
PROJECT
SCALE
DWG DATE
DESIGNED
DRAWN
CHECKED
APPROVED
DRAWING
SHEET TITLE
PROJECT
JULY 2016
C.H.
R.C.
16310-M
OF 5
SEAL
REVISIONS
REV. DATE DESCRIPTION BY
COPYRIGHT RESERVEDEverything shown hereon is for use on this project only and may notbe reproduced without the written permission of ROCKY POINTENGINEERING Ltd. and unless the reproduction carries their name.
CLIENT
R.C.
R.C.
KEY PLAN
2 Issued for TenderOct. 27, 2016 RC
Langley Office
208 - 20171 92A Avenue
Langley, BC V1M 3A5
www.rpeng.ca
Tel: (604) 888-7779
Fax: (604) 888-7719
1 SEPT 30, 2016 COORDINATION RC
4
Schematics
M-03.1
N.T.S.
WATER SOURCE HEAT PUMP DETAILCONDENSATE DRAIN DETAIL VIBRATION ISOLATION DETAIL
EXISTING FLUID COOLER PIPING PENETRATIONEXISTING FLUID COOLEREXISTING FLUID COOLER MAKE-UP WATER
CEILING DIFFUSER DETAIL
City of New Westminster
Police Services Building
549 Columbia St.
New Westminster, B.C.
PROJECT
SCALE
DWG DATE
DESIGNED
DRAWN
CHECKED
APPROVED
DRAWING
SHEET TITLE
PROJECT
JULY 2016
C.H.
R.C.
16310-M
OF 5
SEAL
REVISIONS
REV. DATE DESCRIPTION BY
COPYRIGHT RESERVEDEverything shown hereon is for use on this project only and may notbe reproduced without the written permission of ROCKY POINTENGINEERING Ltd. and unless the reproduction carries their name.
CLIENT
R.C.
R.C.
KEY PLAN
2 Issued for TenderOct. 27, 2016 RC
Langley Office
208 - 20171 92A Avenue
Langley, BC V1M 3A5
www.rpeng.ca
Tel: (604) 888-7779
Fax: (604) 888-7719
1 SEPT 30, 2016 COORDINATION RC
5
Details
M-03.2
N.T.S.
City of New Westminster
Police Services Building
549 Columbia St.
New Westminster, B.C.
PROJECT
SCALE
DWG DATE
DESIGNED
DRAWN
CHECKED
APPROVED
DRAWING
SHEET TITLE
PROJECT
SEPTEMBER 2016
R.D.
T.W.
BBP 6843
OF -
SEAL
REVISIONS
REV. DATE DESCRIPTION BY
1 COORDINATIONSEPT 28, 2016 TW
COPYRIGHT RESERVEDEverything shown hereon is for use on this project only and may notbe reproduced without the written permission of ROCKY POINTENGINEERING Ltd. and unless the reproduction carries their name.
CONSULTANT
T.W.
T.W.
KEY PLAN
Langley Office
208 - 20171 92A Avenue
Langley, BC V1M 3A5
www.rpeng.ca
Tel: (604) 888-7779
Fax: (604) 888-7719
2 REVIEWOCT 7, 2016 TW
3 TENDEROCT 27, 2016 TW
General Notes,
Roof Part Plan
& Sections
-
S-01
AS NOTED
E-00
1 LEVEL 2 FLOOR PLANSCALE: 1:200
E-00
2 ROOF PLANSCALE: 1:200
POWERSYMBOL SCHEDULE
DUPLEX G.F.C.I. RECEPTACLE OUTLET
PULLBOX
NON FUSABLE DISCONNECT SWITCH
DIRECT HARD WIRE CONNECTION TO DEVICE
ELECTRIC MOTOR
DOUBLE OR THREE PHASE JUNCTION BOX
SINGLE PHASE JUNCTION BOX
DUPLEX RECEPTACLE OUTLET
CONTROL PANEL
ELECTRICAL PANEL BOARD
DRAWING LIST
E-00 - KEY PLANS, SYMBOL SCHEDULE AND DRAWING LISTE-01 - LEVEL 2 PARTIAL POWER FLOOR PLANE-02 - LEVEL 3 AND ROOF PARTIAL POWER PLANE-03 - ELECTRICAL SPECIFICATION
TOTAL DRAWINGS: 4
BUILDING SITE INFORMATION:
CIVIC ADDRESS549 COLUMBIA STREET, NEW WESTMINSTER, BCLEGAL DESCRIPTIONLOTS 1, 2, 3 AND THE WESTERLY 28 FT LOT 4, EXCEPT:NORTHERLY 10 FT OF LOT 3 AND OF THE WESTERLY 28 FT LOT 4:ALL OF BLOCK 14 PLAN 2620
City of New Westminster
Police Services Building
549 Columbia St.
New Westminster, B.C.
OCTOBER 2016
M.P.
A.G.
7204
R.S.
R.S.
Langley Office
208 - 20171 92A Avenue
Langley, BC V1M 3A5
www.rpeng.ca
Tel: (604) 888-7779
Fax: (604) 888-7719
650-2700 PRODUCTION WAY
BURNABY, BC V5A 4X1
PH.604.676.9545
ACUMENENGINEERING.CA
THIS DRAWING AND ALL ASSOCIATED DOCUMENTS ARE AN INSTRUMENT OFSERVICE AND ARE, AND WILL, AT ALL TIMES REMAIN EXCLUSIVE PROPERTY OF
ACUMEN ENGINEERING LTD. ALL DESIGNS AND OTHER INFORMATION SHOWN ONTHIS DRAWING ARE FOR USE ONLY ON THE SPECIFIED PROJECT; AND MAY BE USEDONLY FOR THE ISSUED PURPOSE AS STATED HEREIN. PAYMENT OF ALL SUMS DUETO ACUMEN ENGINEERING LTD. UP TO THE DATE OF THE INTENDED USE OF THIS
DRAWING IS A CONDITION PRECEDENT TO THE USE THEREOF. COPYRIGHT OF THISDRAWING, ITS CONTENT AND DESIGN ARE RESERVED BY ACUMEN ENGINEERINGLTD. THE DRAWING AND THE INFORMATION CONTAINED HEREIN SHALL NOT BE
REPRODUCED IN WHOLE, OR IN PART, WITHOUT PRIOR WRITTEN PERMISSION FROMACUMEN ENGINEERING LTD.
AS SHOWN
E-00
KEY PLANS, SYMBOL SCHEDULE
AND DRAWING LIST
1 Oct. 26, 2016 AG
2 Oct. 27, 2016 AG
E-01
1 LEVEL 2 PARTIAL POWER FLOOR PLAN SCALE: 1:100
HPL2-14NP11-44,46,48
HPL2-14NP11-44,46,48
EXIST. HP-41NP11-44,46,48
EXIST.PNL 'NP11'
EXIST.PNL 'EP4'
KEY NOTES:
DISCONNECT WIRING FROM EXISTING HEAT PUMPS HP-36AND HP-41. MAKE WIRING SAFE AND PROTECT EXISTINGDISCONNECT SWITCHES FOR RECONNECTION TO NEWMECHANICAL EQUIPMENT HPL2-13 AND HPL2-14 ASSHOWN.
REPLACE EXISTING CIRCUIT BREAKERS (CCT 2,4,6) AND(CCT44,46,48) WITH NEW 30A-3P BREAKERS FOR NEW HEATPUMPS HPL2-13 AND HPL2-14 ACCORDINGLY.
RECONNECT EXISTING WIRING WITH DISCONNECTSWITCHES AFTER NEW MECHANICAL EQUIPMENTINSTALLATION COMPLETED. EQUIPMENT LOCATION SHOWNAPPROXIMATELY. COORDINATE WITH DIV.15 ON SITE.EXTEND WIRING AS REQUIRED.
GENERAL NOTES FOR DRAWINGS E-01- E-03:
1. THE INFORMATION SHOWN ON THE
DRAWINGS IS THE RESULT OF INFORMATION
OBTAINED FROM RECORD DRAWINGS AND
FIELD SURVEY. THE CONTRACTOR MUST
INCLUDE IN THEIR TENDER FOR THE
DISCONNECTION AND REMOVAL OF ALL
ELECTRICAL DEVICES, REQUIRED TO
FACILITATE THE DEMOLITION WORK AS
DESCRIBED ON ALL OF THE DRAWINGS
(MECHANICAL AND ELECTRICAL) WHETHER
SHOWN HERE OR NOT. CLAIMS FOR EXTRA
COSTS RELATED TO THIS DEMOLITION
WORK WILL NOT BE ACCEPTED. ALL
REMOVED EQUIPMENT NOT REQUESTED BY
THE OWNER SHALL BE DISPOSED OF BY THE
CONTRACTOR.
2. UNLESS REQUIRED TO BE REMOVED BY THE
DEMOLITION WORK, ALL EXISTING DEVICES
SHOWN ARE TO BE RETAINED AND
PROTECTED FROM DAMAGE.
3. DISCONNECT AND REMOVE COMPLETELY,
TO THE SOURCE, ALL REDUNDANT POWER
WIRING. TAG ALL EMPTY CONDUIT
RACEWAYS WITH THEIR "SOURCE" AND
"DESTINATION" FOR FUTURE USE.
4. PROVIDE UPDATED TYPEWRITTEN 'NP11'AND
'NP12' PANEL DIRECTORIES AS REQUIRED.
5. CONTRACTOR IS TO CONFIRM ALL EXISTING
CIRCUITS AND RECORD ASSOCIATED
PANELS ON THE RECORD DRAWINGS IN RED
INK.
6. EXISTING DEVICES SHOWN IN GREY COLOUR.
7. CIRCUIT NUMBERS ARE SHOWN TO INDICATETHE INTENT OF THE POWER CONNECTION.ACTUAL CIRCUIT NUMBERS MAY CHANGE DUETO SITE CONDITION.
8. COORDINATE LOCATION OF ALL POWEROUTLET INSTALLATION WITH THE OWNERPRIOR ROUGH-IN.
9. CONTRACTOR SHALL IDENTIFY ANYDISCREPANCIES TO ELECTRICAL DESIGN ANDNOTIFY THE CONSULTANT IMMEDIATELY.
1
2
3
1
EXIST. HP-36NP11-2,4,6
1
2
3 3
City of New Westminster
Police Services Building
549 Columbia St.
New Westminster, B.C.
OCTOBER 2016
M.P.
A.G.
7204
R.S.
R.S.
Langley Office
208 - 20171 92A Avenue
Langley, BC V1M 3A5
www.rpeng.ca
Tel: (604) 888-7779
Fax: (604) 888-7719
650-2700 PRODUCTION WAY
BURNABY, BC V5A 4X1
PH.604.676.9545
ACUMENENGINEERING.CA
THIS DRAWING AND ALL ASSOCIATED DOCUMENTS ARE AN INSTRUMENT OFSERVICE AND ARE, AND WILL, AT ALL TIMES REMAIN EXCLUSIVE PROPERTY OF
ACUMEN ENGINEERING LTD. ALL DESIGNS AND OTHER INFORMATION SHOWN ONTHIS DRAWING ARE FOR USE ONLY ON THE SPECIFIED PROJECT; AND MAY BE USEDONLY FOR THE ISSUED PURPOSE AS STATED HEREIN. PAYMENT OF ALL SUMS DUETO ACUMEN ENGINEERING LTD. UP TO THE DATE OF THE INTENDED USE OF THIS
DRAWING IS A CONDITION PRECEDENT TO THE USE THEREOF. COPYRIGHT OF THISDRAWING, ITS CONTENT AND DESIGN ARE RESERVED BY ACUMEN ENGINEERINGLTD. THE DRAWING AND THE INFORMATION CONTAINED HEREIN SHALL NOT BE
REPRODUCED IN WHOLE, OR IN PART, WITHOUT PRIOR WRITTEN PERMISSION FROMACUMEN ENGINEERING LTD.
AS SHOWN
E-01
LEVEL 2 PARTIAL
POWER FLOOR PLAN
1 AGOct. 26, 2016
2 Oct. 27, 2016 AG
E-02
1 ROOF PARTIAL POWER PLAN - DEMOLITION & EXISTINGSCALE: 1:100 E-02
2 ROOF PARTIAL POWER PLAN - NEWSCALE: 1:100
KEY NOTES:
DISCONNECT EXISTING FLUID COOLER CONTROL PANEL'XFC-1' FROM THE SOURCE (UNIT SUBSTATION DP-PN1 INMAIN ELECTRICAL ROOM ON PARKING LEVEL, FUSEDDISCONNECT WITH EXISTING 100A FUSES). PROTECT CABLEFOR RE-USE WITH NEW 'FC-1' CONTROL PANEL.
DISCONNECT AND REMOVE WIRING FROM EXISTINGMECHANICAL EQUIPMENT TO THE SOURCE (CONTROLPANEL IN MECHANICAL ROOM BELOW). PROTECT EXISTINGRACEWAYS FOR RE-USE WITH NEW EQUIPMENT WHEREPRACTICAL.
EXISTING GFCI RECEPTACLE FOR HEAT TRACE. REWIRE TOPANEL 'EP6' CCT#7. PROTECT FOR FUTURE RE-USE.
PROVIDE 5-15R GFCI RECEPTACLE C/W WEATHER PROOFENCLOSURE FOR HEAT TRACE AS PER CEC 26-702.
PROVIDE 5-20R GFCI RECEPTACLE C/W WEATHER PROOFENCLOSURE AS PER CEC 26-704.
PROVIDE 208V/3P/10HP RATED DISCONNECT SWITCH C/W4#8AWG+BOND AND LIQUID-TIGHT FLEXIBLE CONDUIT TO10HP FAN MOTOR(#1) . FEED FROM FC-1 CONTROL PANELLOCATED IN POLICE MECHANICAL ROOM BELOW.COORDINATE EXACT LOCATION ON SITE WITH DIV.15.
PROVIDE 208V/3P/10HP RATED DISCONNECT SWITCH C/W4#8AWG+BOND AND LIQUID-TIGHT FLEXIBLE CONDUIT TO10HP FAN MOTOR (#2). FEED FROM FC-1 CONTROL PANELLOCATED IN POLICE MECHANICAL ROOM BELOW.COORDINATE EXACT LOCATION ON SITE WITH DIV.15.
PROVIDE 208V/3P/20A RATED DISCONNECT SWITCH C/W4#12AWG+BOND AND LIQUID-TIGHT FLEXIBLE CONDUIT TO5KW SUMP HEATER. FEED FROM FC-1 CONTROL PANELLOCATED IN POLICE MECHANICAL ROOM BELOW.COORDINATE EXACT LOCATION ON SITE WITH DIV.15.
PROVIDE 208V/3P/1HP RATED DISCONNECT SWITCH C/W4#12AWG+BOND AND LIQUID-TIGHT FLEXIBLE CONDUIT TO1HP PUMP MOTOR. FEED FROM FC-1 CONTROL PANELLOCATED IN POLICE MECHANICAL ROOM BELOW.COORDINATE EXACT LOCATION ON SITE WITH DIV.15.
PROVIDE 208V/3P/1HP RATED DISCONNECT SWITCH C/W4#12AWG+BOND AND LIQUID-TIGHT FLEXIBLE CONDUIT TOCLOSURE DAMPER MOTOR. FEED FROM FC-1 CONTROLPANEL LOCATED IN POLICE MECHANICAL ROOM BELOW.COORDINATE EXACT LOCATION AND CLOSURE DAMPERQUANTITY ON SITE WITH DIV.15. REFER TO MECHANICALSHOP DRAWINGS FOR ADDITIONAL INFORMATION.
RECONNECT EXISTING FEEDER FROM XFC-1 TO NEW FC-1CONTROL PANEL. EXTEND WIRING AS REQUIRED.
1
2
2
2
3
WP
3
WP
2
APPROX. LOCATION OFPOLICE MECHANICALROOM ON THIRD FLOOR
APPROX. LOCATION OFPOLICE MECHANICALROOM ON THIRD FLOOR
E-02
3 LEVEL 3 PARTIAL POWER PLAN SCALE: 1:100
EXIST. CONTROLPANEL 'XFC-1'
EXIST.PNL 'EP6'
EXIST.PNL 'NP12'
1
3
EP6-7 EP6-94
4
5
NP12-325
WP
WP
6
6
7
8
9
7
8
9
10
11
11
10
FAN MOTOR #1
5KW SUMP HEATER
PUMP MOTOR
CLOSURE DAMPER MOTOR
FAN MOTOR #1
CLOSURE DAMPER MOTOR
City of New Westminster
Police Services Building
549 Columbia St.
New Westminster, B.C.
OCTOBER 2016
M.P.
A.G.
7204
R.S.
R.S.
Langley Office
208 - 20171 92A Avenue
Langley, BC V1M 3A5
www.rpeng.ca
Tel: (604) 888-7779
Fax: (604) 888-7719
650-2700 PRODUCTION WAY
BURNABY, BC V5A 4X1
PH.604.676.9545
ACUMENENGINEERING.CA
THIS DRAWING AND ALL ASSOCIATED DOCUMENTS ARE AN INSTRUMENT OFSERVICE AND ARE, AND WILL, AT ALL TIMES REMAIN EXCLUSIVE PROPERTY OF
ACUMEN ENGINEERING LTD. ALL DESIGNS AND OTHER INFORMATION SHOWN ONTHIS DRAWING ARE FOR USE ONLY ON THE SPECIFIED PROJECT; AND MAY BE USEDONLY FOR THE ISSUED PURPOSE AS STATED HEREIN. PAYMENT OF ALL SUMS DUETO ACUMEN ENGINEERING LTD. UP TO THE DATE OF THE INTENDED USE OF THIS
DRAWING IS A CONDITION PRECEDENT TO THE USE THEREOF. COPYRIGHT OF THISDRAWING, ITS CONTENT AND DESIGN ARE RESERVED BY ACUMEN ENGINEERINGLTD. THE DRAWING AND THE INFORMATION CONTAINED HEREIN SHALL NOT BE
REPRODUCED IN WHOLE, OR IN PART, WITHOUT PRIOR WRITTEN PERMISSION FROMACUMEN ENGINEERING LTD.
AS SHOWN
E-02
LEVEL 3 AND ROOF
PARTIAL POWER PLAN
1 AGOct. 26, 2016
2 Oct. 27, 2016 AG
1.0 GENERAL PROVISIONS
1.01 THE GENERAL CONDITIONS OF THE CONTRACT SHALL FORM AN INTEGRAL PART OFTHE SPECIFICATION.
1.02 PROVIDE ALL LABOUR AND MATERIALS NECESSARY FOR A COMPLETE ANDOPERATING SYSTEM AS INDICATED ON THE DRAWINGS AND/OR SPECIFIED HEREIN.ANY WORK AND MATERIAL, EVEN IF NOT SHOWN OR SPECIFIED THAT IS OBVIOUSLYNECESSARY OR REASONABLY IMPLIED TO COMPLETE THE WORK TO BE PROVIDED ASIF IT WAS BOTH SHOWN AND SPECIFIED.
1.03 ALL ELECTRICAL WORK AND MATERIAL SHALL CONFORM WITH THE CURRENTRELEVANT AND/OR APPLICABLE BUILDING CODE, ELECTRICAL SAFETY ACT OF THEJURISDICTION, CURRENT PURSUANT REGULATION (ELECTRICAL CODE REGULATION,ELECTRICAL SAFETY BULLETINS, ETC) AND TO THE SATISFACTION OF THE AUTHORITYHAVING JURISDICTION AND THE DESIGN PROFESSIONAL. FOR THE PURPOSE OF THISSPECIFICATION INTERPRETATION OF THE WORD "CODE" SHALL MEAN ALL CODES,REGULATIONS AND REQUIREMENTS AS STATED ABOVE.
1.04 VISIT THE SITE AND ASCERTAIN CONDITIONS AFFECTING THE WORK BEFORESUBMITTING A TENDER QUOTE.
1.05 APPLY FOR ALL PERMITS, SERVICES, FEES AND INSPECTIONS AND PAY FOR ALL FEESTO THE AUTHORITIES HAVING JURISDICTION. INCLUDE ALL COST IN TENDER QUOTE.
1.06 OBTAIN APPROVALS FROM THE ELECTRICAL INSPECTION AUTHORITY AND NOTIFY THEENGINEER OF ANY CHANGES REQUESTED BY THE INSPECTION AUTHORITY.
1.07 WHERE DOUBT EXISTS AS TO THE MEANING OF THE DRAWINGS OR SPECIFICATIONS,OBTAIN CLARIFICATION PRIOR TO TENDER.
1.08 SHOP DRAWINGS FOR ELECTRICAL EQUIPMENT/ MATERIALS SHALL BE SUBMITTEDFOR REVIEW BY ENGINEER BEFORE MANUFACTURING AND INSTALLATION CANPROCEED.
1.09 INCLUDE ALL FEDERAL, PROVINCIAL AND MUNICIPAL TAXES FOR THE WORK IN THETENDER PRICE.
1.10 ALL MATERIALS USED SHALL BE NEW, OF THE TYPE SPECIFIED, AND APPROVED BYCERTIFICATION AGENCY RECOGNIZED BY AUTHORITY BARING JURISDICTION, ANDFREE FROM DEFECTS.
1.11 ALL ELECTRICAL EQUIPMENT INSTALLED OR CONNECTED SHALL BE IDENTIFIED BYMEANS OF BLACK LAMICOID LABELS c/w MINIMUM 3/8" WHITE LETTERING.
1.12 CLEAN ALL EQUIPMENT DURING CONSTRUCTION AND AGAIN ON COMPLETION OF THECONTRACT.
1.13 REMOVE ALL SURPLUS MATERIALS, CUTTINGS, PACKAGING AND DEBRIS FROM THESITE DURING THE PROGRESS AND AT FINAL COMPLETION OF THE WORK.
1.14 THE OWNER RESERVES THE RIGHTS OF TRIAL OR TEMPORARY USAGE PRIOR TOACCEPTING THE INSTALLATION.
1.15 EXECUTE ALL WORK IN A WORKMANLIKE MANNER, TO PRESENT A NEAT MECHANICALAPPEARANCE.
1.16 COORDINATE WITH ALL TRADES AND ARRANGE EQUIPMENT IN PROPER RELATIONWITH OTHER APPARATUS, DUCTS, PIPES, ETC. AND WITH BUILDING CONSTRUCTIONAND ARCHITECTURAL FINISHES.
1.17 ALL RECEPTACLE COVER PLATES, SWITCH COVER AND EXHAUST FAN SWITCHCOVERS TO BE c/w DYMOTAPE LABELS INDICATING PANEL NAME AND CIRCUITNUMBERS (EXCEPT FOR RESIDENTIAL DWELLING UNITS ONLY).
1.18 EXCAVATION AND FILL (TO BE PERFORMED OUTSIDE OF DIV. 16 SCOPE OF WORK. SEESECTION "DIV. 16 EXCLUSIONS").
.1 WHERE REQUIRED ALL EXCAVATION AND BACK-FILL PERTAINING TO THIS PORTIONOF THE CONTRACT WILL BE PERFORMED BY THE CONTRACTOR. FILL MATERIALSHALL BE EQUIVALENT TO THE SURROUNDING MATERIAL. CONTRACTOR SHALLCOORDINATE ALL WORK REQUIRED.
.2 UNDER NO CIRCUMSTANCES SHALL A CONTRACTOR PROCEED WITH DIGGINGWITHOUT CHECKING WITH PERTINENT PARTIES AND/OR AUTHORITIES REGARDINGTHE EXISTING UNDERGROUND SERVICES DUCTS, STRUCTURES ETC.
.3 WHEN UNDERGROUND SERVICE/INSTALLATION HAS TO BE CONNECTED TOSERVICES SUPPLIED AND INSTALLED BY OTHER PARTIES, CONTRACTOR SHALLFULLY COORDINATE WITH THE PARTIES THE EXACT POINT OF CONNECTION. THISCOORDINATION HAS TO BE PERFORMED BEFORE ANY EXCAVATION ANDINSTALLATION.
1.19 BUILDING ENVELOPE PENETRATION OF ANY ELECTRICAL COMPONENT (i.e. CONDUIT,BOXES, CABLES, ETC.) SHALL BE EXECUTED SO INTEGRITY OF ASSEMBLY IS NOTCOMPROMISED. PROVIDE FOR ADEQUATE SEALING, COVERS, GASKETS, CAPS, ETC.COORDINATE WORK AND REQUIREMENTS WITH ALL OTHER RELEVANTCONTRACTORS, ARCHITECT, ENVELOPE CONSULTANT AND OTHER RELEVANTCONSULTANTS AND CONTRACTORS.
1.20 LIABILITY AND EXCLUSIONS
.1 ACUMEN ENGINEERING LTD. DRAWINGS, SPECIFICATIONS AND OTHERDOCUMENTS PERTAIN TO ELECTRICAL SCOPE OF WORK ONLY.
.2 TASKS WHICH ARE NOT PART OF ELECTRICAL SCOPE OF WORK EVEN IFMENTIONED IN THESE DOCUMENTS ARE INDICATED ONLY FOR REFERENCE ANDCOORDINATION PURPOSES ONLY.
.3 WORK PERFORMED BY CONTRACTOR NOT SPECIFICALLY IDENTIFIED AS PART OFTHE SCOPE OF WORK SHALL BE PERFORMED WITH A CLEAR UNDERSTANDINGTHAT ACUMEN ENGINEERING LTD., AND ANY AGENTS OR EMPLOYEES OF ACUMENENGINEERING LTD. ARE NOT IN ANY WAY LIABLE NOR RESPONSIBLE FOR THISWORK.
.4 GENERALLY THE SCOPE OF WORK IS LIMITED TO DIV. 16 OF NATIONAL MASTERSPECIFICATION.
.5 SPECIFICALLY, ACUMEN ENGINEERING LTD. DOES NOT PROVIDE ANYENGINEERING/CONSULTING SERVICES RELATED TO BUILDING ENVELOPE,WATERPROOFING AND ANY OTHER NON-ELECTRICAL COMPONENTS. THISAPPLIES TO BUT IS NOT LIMITED TO ALL AND ANY ELECTRICAL PENETRATIONSAND INSTALLATIONS THROUGHOUT OR WITHIN BUILDING ENVELOPE.
2.0 CONDUIT, WIRE AND CONNECTIONS
2.01 DRAWINGS ARE SCHEMATIC ONLY. CONDUIT RUNS SHOWN INDICATE POINTS TO BEJOINED. RUNS MAY BE ALTERED BY THE CONTRACTOR TO SUIT ACTUAL FIELDCONDITIONS. ELECTRICAL DRAWINGS ONLY GIVE INDICATION OF FEATURES OFOTHER TRADES. ARCHITECTURAL, STRUCTURAL AND MECHANICAL DRAWINGSGOVERN WHERE THESE ARE INVOLVED.
2.02 WIRING DEVICES IN FINISHED AREAS SHALL BE RECESSED MOUNTED AND FOR ALLUNFINISHED AREAS MAY BE SURFACE MOUNTED.
2.03 A WARNING SIGN SHALL BE PLACED NEAR ALL MOTORS WITH THE FOLLOWINGWORDING: "DO NOT SERVICE UNTIL DISCONNECTS ARE LOCKED OFF".
2.04 FINAL CONNECTIONS TO MOTORS SHALL BE WITH MIN. 18" LONG FLEX CONDUIT,PROVIDE DISCONNECTS AS PER CODE REQUIREMENTS.
2.05 TEST SYSTEM AND RECORD SAME FOR THE ENGINEER'S APPROVAL:.1 VOLTAGE DROP.2 PHASE BALANCE.3 INSULATION RESISTANCE.4 GROUND RESISTANCE
2.06 ALL WIRE AND CABLE SHALL BE COPPER, 98% CONDUCTIVITY, COLOUR CODED, NEWAND MARKED AS PER CODE REQUIREMENTS AND INSTALLED IN RACEWAYS. WIRESSHALL BE RATED MIN. 600V TYPE TWH OR R90X-LINK.
2.07 ALL WIRING SHALL BE SIZED AS PER CODE. MINIMUM ALLOWABLE WIRE SIZE IS #12AWG. CONDUCTORS #8 AND LARGER TO BE STRANDED. ALL WIRES INSTALLED INCONDUIT SHALL BE PULLED IN AT THE SAME TIME. ONLY APPROVED PULLINGLUBRICANT SHALL BE USED. COLOUR CODE CONDUCTORS WITH DIFFERENTCOLOURS FOR EACH PHASE, NEUTRAL, GROUND AND BOND WIRES AS REQUIRED BYCODE.
2.09 MAXIMUM VOLTAGE DROP SHALL BE AS PER CODE REQUIREMENTS.
2.10 ALL CONDUITS, CABLES AND WIRES, ETC., TO BE RATED FT4 FOR NON COMBUSTIBLEBUILDINGS AND FT6 FOR PLENUM AND AS REQUIRED BY THE CODE.
2.11 ALL WIRE CONNECTIONS TO BE SECURELY FASTENED BY MEANS OF APPROVEDCONNECTORS.
2.12 ALL NON-CURRENT CARRYING METAL PARTS SHALL BE GROUNDED AND/OR BONDEDIN ACCORDANCE WITH THE CODE.
2.13 THE BUILDING STRUCTURAL STEEL SHALL BE BONDED TO THE GROUND SYSTEM.
2.14 OPENINGS IN ALL ELECTRICAL METAL BOXES SHALL BE PUNCHED OR CUT. BURNINGOF HOLES IS NOT PERMITTED.
2.15 INSTALL ALL CONDUITS, ETC. TO ACCOUNT FOR EXPANSION AND INSTALL APPROVEDEXPANSION JOINTS WHERE REQUIRED.
2.16 RACEWAYS SHALL BE RIGID METAL CONDUITS, EMT OR FLEXIBLE CONDUIT AS SHOWNON THE DRAWINGS, ALL CONDUIT INSTALLED IN CONCRETE FLOOR SHALL BE RIGIDP.V.C. OR RIGID GALVANIZED STEEL CONDUIT c/w BOND CONDUCTOR.
2.17 EMT COUPLINGS AND CONNECTORS TO BE T & B STEEL, TAPE ALL JOINTS FOR ALLIN-SLAB INSTALLATIONS. STEEL SHALL BE USED ABOVE GRADE.
2.18 USE OF RUNNING THREADS IS NOT PERMITTED.
2.19 ALL CONDUITS MUST BE SECURELY FASTENED WITH APPROVED CLIPS AND SCREWSIN PARTITIONS AND CADDY CLIPS IN CEILING. NAILS ARE NOT ACCEPTED.
2.20 EXPOSED CONDUITS SHALL RUN PARALLEL TO BUILDING LINES AND BE PAINTED OUTTO MATCH WALL FINISH. WHERE CONDUITS ARE RUN EXPOSED ON EXISTINGSURFACES PAINT TO MATCH WALL FINISH.
2.21 PROVIDE OUTLET BOXES FOR CONNECTING TO DEVICES AND EQUIPMENT ASREQUIRED OR AS INDICATED ON DRAWINGS. LOCATIONS OF OUTLETS MAY BECHANGED UP TO 15'-0" WITHOUT EXTRA CHARGE PROVIDED THAT INSTRUCTIONS FORCHANGE ARE ISSUED BEFORE INSTALLATION OF THE OUTLET.
2.23 ALL CONDUIT, CONDUCTORS, WIRES, ETC. TO BE LABELED IN INDELIBLE INK AT PANELAND JUNCTION BOXES INDICATING DEVICE FED, PANEL NAME AND CIRCUIT NUMBER
2.24 ALL EMPTY CONDUITS SHALL BE C/W APPROVED FOR APPLICATION PULL STRINGS.
3.0 DISTRIBUTION EQUIPMENT
3.01 LIGHTING AND POWER PANELS TO BE CIRCUIT BREAKER TYPE AND AS SHOWN ONDRAWINGS: PANELS TO BE OF DEAD FRONT TYPE, CODE GAUGE STEEL ENCLOSURE.FINISHED FACTORY PAINT ASA GRAY 61 ENAMEL. FIT WITH PLASTIC COVERED TYPEDDIRECTORY IN FRAME ON INSIDE OF DOOR COVER. DIRECTORY TO INDICATE CIRCUITSSERVED AS PER FINAL WIRING CONNECTIONS. PANELS TO BE WITH BOLT-ONBREAKERS, MULTI-POLE BREAKERS TO HAVE COMMON TRIP (NO TIE HANDLE WILL BEACCEPTED).
3.03 MAIN DISTRIBUTION CENTRES SHALL BE AS DETAILED ON THE DRAWINGS.
3.04 ALL ELEMENTS OF ELECTRIC POWER DISTRIBUTION SYSTEM SHALL BE RATED FORPROPER VOLTAGE AND AVAILABLE FAULT LEVELS. OVER CURRENT PROTECTIONDEVICES SHALL BE APPROVED AND MARKED AS BREAKERS OR BREAKER/FUSESCOMBINATION IN SERIES. SHOP DRAWINGS SHALL CLEARLY IDENTIFY THECOMPLIANCE WITH THIS REQUIREMENT.
3.05 PROVIDE DRIP SHIELDS TO ADEQUATELY DEFLECT WATER FROM ALL ELECTRICALEQUIPMENT.
3.06 DISCONNECT SWITCHES SHALL BE SWITCHMATIC HEAVY-DUTY ENCLOSED SAFETYSWITCHES OR EQUAL. DISCONNECT SWITCHES SHALL HAVE THE OPERATING HANDLEINTERLOCKED WITH THE SWITCH COVER, STEEL REINFORCED FUSE CLIPS, AQUICK-MAKE, QUICK-BREAK MECHANISM AND SHALL BE HORSEPOWER RATED FOR100% LOADING.
3.07 LABEL METER CENTER FUSIBLE DISCONNECTS AND INDICATE THE MAXIMUMPERMISSIBLE RATING OF THE FUSE IN EACH RESPECTIVE DISCONNECT.
3.09 CONTRACTOR TO PROVIDE SHOCK/FLASH PROTECTION MARKING ON ALL ELECTRICALEQUIPMENT AS PER C.E.C. RULE 2-306.
6.0 FIRE STOPPING OF SERVICE PENETRATION AND FIRE RESISTANT ASSEMBLIES
6.01 ALL ELECTRICAL WIRES, CABLES, NONCOMBUSTIBLE RACEWAYS, OUTLET BOXES ANDOTHER SIMILAR SERVICES THAT PENETRATE FIRE WALL, FIRE SEPARATION ORASSEMBLY REQUIRED TO HAVE A FIRE RESISTANCE RATING OR FIRE SEPARATION,SHALL BE SEALED BY FIRE STOP SYSTEM WHICH HAS AN "F" AND/OR "FT" RATING NOTLESS THAN REQUIRED FIRE PROTECTION RATING OF FIRE SEPARATION.
6.02 "F" AND "FT" RATINGS SHALL BE DETERMINED BY FIRE TEST METHOD CAN4-S115-M"STANDARD METHOD OF FIRE TESTS OF FIRE STOP SYSTEMS". SEE CURRENTBUILDING CODE, FIRE STOPPING OF SERVICE PENETRATIONS.
6.03 CONTRACTOR SHALL ONLY USE LISTED MATERIALS AND METHODS AS LISTED ANDINDICATED IN "ULC LIST OF EQUIPMENT AND MATERIALS VOLUME 2, BUILDINGCONSTRUCTION" (NO. 40U18 FIRE SEPARATION).
6.04 SERVICE PENETRATION AND FIRE STOPPING OF SERVICE PENETRATION IN FIRESEPARATION AND FIRE RATED ASSEMBLIES SHALL COMPLY WITH THE CURRENTBUILDING CODE.
6.05 PROVIDE FOR FIRE STOPS IN CONCEALED SPACES AS REQUIRED BY THE CURRENTBUILDING CODE.
6.06 ALL FIRE RESISTANCE RATED ASSEMBLIES (i.e. WALLS CEILINGS, ETC.) WHICHCONTAIN PANEL BOARDS, BACK BOXES, ETC. SHALL BE c/w FIRE RATED BACKING TOMAINTAIN THE INTEGRITY OF THE FIRE RESISTANCE.
6.07.1 CONTRACTOR SHALL EMPLOY QUALIFIED FIRESTOP PROFESSIONAL ENGINEER TO
PROVIDE THE DESIGN OF AND REVIEWS FOR FIRESTOP INSTALLATIONS.
.2 CONTRACTOR SHALL PROVIDE FIRESTOP PROFESSIONAL ENGINEER LETTERS;ASSURANCE OF PROFESSIONAL DESIGN AND COMMITMENT OF FIELD REVIEW(SCHEDULE B-1), SUMMARY OF DESIGN AND FIELD REVIEW REQUIREMENTS(SCHEDULE B-2), AT THE INSTALL STAGE OF THE CONSTRUCTION.
.3 BEFORE SUBSTANTIAL PERFORMANCE CAN BE GRANTED CONTRACTOR SHALLPROVIDE FIRESTOP PROFESSIONAL ENGINEER LETTER OF ASSURANCE OFPROFESSIONAL FIELD REVIEW AND COMPLIANCE (SCHEDULE C-B).
.4 ALL COSTS RELATED TO THE ABOVE REQUIREMENTS SHALL BE INCLUDED IN THECONTRACTOR BASE BID.
8.0 FINAL ACCEPTANCE
8.01 SUBMIT TO THE ENGINEER UPON COMPLETION OF THE CONTRACT, ONE MARKED UPSET OF RECORD DRAWINGS AND ONE SET OF MAINTENANCE MANUALS FORDISTRIBUTION EQUIPMENT.
8.02 DELIVER TO THE ENGINEER CERTIFICATE OF APPROVAL AND FINAL INSPECTION FROMAUTHORITIES HAVING JURISDICTION PRIOR TO FINAL OCCUPANCY. THESE MUST BEPROVIDED THREE WORKING DAYS BEFORE ENGINEERS FINAL OCCUPANCY REVIEW.
8.04 AFTER WORK IS COMPLETED, FURNISH TO OWNER A WRITTEN GUARANTEE THAT FORONE YEAR FROM DATE OF ACCEPTANCE, ANY DEFECTS IN MATERIALS ORWORKMANSHIP WILL BE CORRECTED AT NO COST TO THE OWNER. SUBMIT COPY OFGUARANTEE TO ENGINEER.
11.0 SEISMIC RESTRAINTS
11.01
.1 PROVIDE ALL MATERIALS AND LABOUR NECESSARY TO SUPPLY AND INSTALL SEISMICRESTRAINTS FOR ALL ELECTRICAL EQUIPMENT, CONDUITS, RACEWAYS, ETC. TOCONFORM WITH BUILDING CODE AND ALL OTHER APPLICABLE REGULATIONS.
.2 CONTRACTOR SHALL RETAIN AND PAY FOR SEISMIC ENGINEER TO DESIGN ANDINSPECT THE SEISMIC RESTRAINTS OF THE ELECTRICAL SYSTEM COMPONENTSCOVERED UNDER DIVISION 16 FOR THIS CONTRACT.
.3 THE SEISMIC ENGINEER RETAINED BY CONTRACTOR SHALL PROVIDE FOR THEFOLLOWING:
- SIGNED AND SEALED LETTERS OF ASSURANCE OF PROFESSIONAL DESIGN ANDCOMMITMENT FOR FIELD REVIEW AND SUMMARY OF DESIGN AND FIELD REVIEW ASREQUIRED BY THE BRITISH COLUMBIA BUILDING CODE (SCHEDULE B1 AND B2,POINT 6.5).
- CERTIFIED DETAILED DRAWINGS OF SEISMIC RESTRAINT.- DETAILED SPECIFICATION FOR SEISMIC RESTRAINTS.- WRITTEN REPORTS OF SITE REVIEWS.- SIGNED AND SEALED LETTER OF ASSURANCE OF PROFESSIONAL FIELD REVIEW AND
COMPLIANCE. (SCHEDULE C-B).4 SUBSTANTIAL COMPLETION WILL NOT BE CONSIDERED WITHOUT THE SUBMISSION OF
THE ABOVE DOCUMENTS..5 ALL THE ABOVE DOCUMENTS SHALL BE SUBMITTED TO THE ELECTRICAL ENGINEER
FOR FURTHER DISTRIBUTION AND FILES..6 IMMEDIATELY AFTER CONTRACT AWARD, CONTRACTOR SHALL SEND A LETTER TO THE
ELECTRICAL ENGINEER CONFIRMING RETAINMENT OF SEISMIC ENGINEER FOR THESERVICES AS DESCRIBED IN THIS SPECIFICATION.
.7 SEISMIC ENGINEER SHALL BE A REGISTERED PROFESSIONAL ENGINEER IN THEASSOCIATION OF PROFESSIONAL ENGINEERS AND GEOSCIENTISTS OF BRITISHCOLUMBIA, AND SHALL HAVE A MINIMUM OF 2 YEARS EXPERIENCE IN THIS FIELD.
.8 SEISMIC ENGINEER SHALL HAVE ENGINEER'S PROFESSIONAL LIABILITY INSURANCE,MINIMUM AS FOLLOWS:
$1,000,000.00 EACH LOSS$1,000,000.00 PER POLICY PERMIT.
.9 THE CONTRACTOR SHALL COOPERATE WITH THE SEISMIC ENGINEER AND SHALLPROMPTLY SUPPLY SUCH INFORMATION, INCLUDING WEIGHTS OF EQUIPMENT ANDBASE FRAME OR MOUNTING PLATE LAYOUTS, AS REQUESTED BY THE SEISMICENGINEER NECESSARY TO SUPPORT THE DESIGN AND DETAILS FOR SEISMICRESTRAINT.
11.02
.1 THE FOLLOWING REQUIREMENTS ARE MINIMUM BUT ARE NOT EXHAUSTIVE.CONTRACTOR SHALL OBTAIN AND MEET DETAIL SPECIFICATION AND REQUIREMENTSFROM SEISMIC ENGINEER. IN NO CIRCUMSTANCES SHALL SEISMIC RESTRAINTS BELESS STRINGENT THAN AS REQUIRED BY THE FOLLOWING SPECIFICATION AND SEISMICENGINEER.
.2 ACCEPTABLE ANCHOR BOLT MANUFACTURERS ARE HILTI, RAMSET, AND UCAN. OTHERMANUFACTURERS MAY BE USED SUBJECT TO THE APPROVAL BY THE SEISMICENGINEER.
.3 SLACK CABLE RESTRAINTS SHALL UTILIZE EITHER GALVANIZED OR STAINLESS STEELSTRANDED CABLE. THE INSTALLATION SHALL USE CLAMPS, THIMBLES, SHACKLES ANDOTHER ASSOCIATED HARDWARE CORRECTLY SIZED FOR THE DIAMETER OF THE CABLESPECIFIED BY THE SEISMIC ENGINEER.
.4 SELECT VIBRATION ISOLATORS TO PROVIDE A NATURAL FREQUENCY NOT GREATERTHAN ONE THIRD OF THE EQUIPMENT'S LOWEST FORCING FREQUENCY.
.5 USE "LION" CHAIN, GALVANIZED STEEL WIRES OR AIRCRAFT CABLE FOR LUMINAIREHANGERS.
.6 ALL SEISMIC RESTRAINT COMPONENTS EXPOSED TO THE WEATHER SHALL BESTAINLESS STEEL CONSTRUCTION OR PROTECTED AGAINST CORROSION EITHER BYHOT-DIPPED GALVANIZING, TWO-COAT EPOXY PAINT SYSTEM, OR OTHER COATINGACCEPTABLE TO THE SEISMIC ENGINEER.
.7 NOTWITHSTANDING THE ABOVE, GAUGES OR SIZES SMALLER THAN INDICATED BELOWWILL NOT BE ACCEPTED FOR SEISMIC RESTRAINTS:
- #14 AWG WIRE- 1/16" DIA AIRCRAFT CABLE- #3 LION CHAIN
11.03
.1 PROVIDE SEISMIC RESTRAINTS INCLUDING ANCHOR BOLTS, SLACK CABLE BRACES ANDMISCELLANEOUS FRAMING AND CONNECTIONS.
.2 SEISMIC RESTRAINTS MAY BE OMITTED FROM THE FOLLOWING INSTALLATIONS:A) CONDUITS LESS THAN 1 1/4" DIAMETER.
.3 EQUIPMENT MANUFACTURER SHALL BE RESPONSIBLE FOR ENSURING THAT THEEQUIPMENT HAS ADEQUATE STRENGTH FOR SEISMIC RESTRAINT AND ANCHORAGE OFTHE EQUIPMENT FRAMING. MANUFACTURERS REPORT CONFIRMING THE ABOVE SHALLBE SUBMITTED TO THE ELECTRICAL ENGINEER.
.4 PROVIDE TRANSVERSE AND LONGITUDINAL SEISMIC RESTRAINT ANCHORAGE ORBRACING TO CABLE TRAYS, CONDUITS AND BUSWAYS. ON VERTICAL BUS WAYSPROVIDE FOR LATERAL RESTRAINT GUIDES AT EACH FLOOR PENETRATION ANDSPACED NOT MORE THAN 20' (REFER TO SEISMIC ENGINEER FOR DIRECTIONS).
.5 SEISMIC RESTRAINTS SHALL BE INSTALLED AT LEAST 3" CLEAR FROM OTHEREQUIPMENT, PIPING, DUCTS OR OTHER INSTALLATIONS.
.6 INSTALL SEISMIC RESTRAINT CABLE BRACES SO THAT THEY ARE NOT VISIBLY SLACK.AT STEEL TRUSSES, CONNECT BRACES TO TOP CHORDS AT PANEL POINTS.
.7 FOR TRANSFORMERS, PROVIDE FOR VIBRATION ISOLATORS, AND SEISMICALLY RATEDSPRING ISOLATORS, OR USE SNUBBERS WITH RESILIENT BUSHINGS OR OTHERPROVISION, SUCH AS TO MAINTAIN VIBRATION ISOLATION TOGETHER WITH SEISMICRESTRAINT.
.8 FOR SUSPENDED EQUIPMENT, SUCH AS TRANSFORMERS, PROVIDE CABLE OR RIGIDBRACES TO RESTRAIN EQUIPMENT AGAINST SEISMIC LOADS.
.9 PROVIDE SUB-FRAMES WHERE REQUIRED FOR ADEQUATE SUPPORT OF THEEQUIPMENT FOR SEISMIC RESTRAINT AND ANCHORAGE TO THE BUILDINGSTRUCTURE.
.10 FOR LUMINAIRES INSTALLED IN SUSPENDED ACOUSTICAL, METAL PAN OR COFFERCEILING SYSTEMS, INDEPENDENTLY SUPPORT LIGHT FIXTURES FROM STRUCTUREUSING CABLES, WIRES OR CHAINS.
.11 FOR POWER GENERATION SYSTEMS, SEISMIC RESTRAINT SHALL BE INSTALLED ONGENERATOR SET, FUEL DAY TANK, BATTERY BANK, BATTERY CHARGER, MUFFLER,CONTROL PANELS AND CABINETS, AND ANY OTHER COMPONENT WHICH FORMS PARTOF THE POWER GENERATION INSTALLATION.
.12 CO-ORDINATE WITH OTHER RELEVANT TRADES OR DIVISIONS FOR THE INSTALLATIONOF HOUSEKEEPING PADS AS SPECIFIED OR SHOWN ON THE DRAWINGS.
.13 WHERE DRILLING OF THE STRUCTURE IS REQUIRED FOR ANCHORAGE DETAILS, THEDRILLING SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER.
12.00 DIV. 16 EXCLUSIONS
12.01 THE FOLLOWING WORK IS EXCLUDED FROM DIV. 16 SCOPE OF WORK BUT HAS TO BEDONE BY GENERAL CONTRACTOR TO FACILITATE THE INSTALLATION OF ELECTRICALSYSTEMS AND/OR IS AFFECTED BY ELECTRICAL INSTALLATIONS. THIS WORK HAS TOBE PERFORMED UNDER THE DIRECTION OF OTHER RELEVANT PROFESSIONAL SUCHAS AN ARCHITECT, MECHANICAL, CIVIL, BUILDING ENVELOPE, ETC. THIS WORK SHALLBE PERFORMED UNDER OTHER RELEVANT SPECIFICATION SECTIONS (OTHER THANDIV. 16). CONTRACTOR SHALL COORDINATE DIV. 16 WORK WITH ALL OTHERRELEVANT WORK. FOR DIRECTIONS, GUIDANCE, SPECIFICATION REGARDING THISWORK, GENERAL CONTRACTOR SHALL CONTACT RELEVANT PROFESSIONALS (NOTELECTRICAL).GENERAL CONTRACTOR MUST INCLUDE THIS WORK IN BASE BID.
12.02 NON-EXHAUSTIVE LIST OF EXCLUSIONS:
.1 WATERPROOFING OF NON-ELECTRICAL COMPONENTS LIKE BUILDING ENVELOPE,WALLS, ROOF, ETC.
.2 X-RAYS FOR CUTTING, CORING, PATCHING.
.3 CONTROL WIRING UNLESS SPECIFIED IN THIS SECTION.
.4 ALL CIVIL CONCRETE, EXCAVATION OR BACKFILL WORK INCLUDING SHORING ANDBEDDING.
.5 COVERS FOR PULL PITS.
.6 PRECAST AND/OR CAST IN PLACE CONCRETE PRODUCTS SUCH AS PULLBOXES, LIGHTPOLE BASES, TRANSFORMER CONCRETE PADS, ETC.
.7 DUCT DRAINAGE AND ASSOCIATED BACKWATER VALVES.
.8 BACKING.
.9 PAINTING UNLESS SPECIFIED IN THIS SECTION.
.10 FIRE RATED DRYWALL ENCLOSURES FOR PANELBOARD AND LIGHT FIXTURES.
.11 CUTTING, PATCHING OR CORING.
.12 TEMPORARY LIGHTING UNLESS SPECIFICALLY DETAILED AS PART OF DIV. 16 WORK.
13.00 RENOVATION AREA SPECIFICATIONS
.01 CONTRACTOR IS TO ENSURE THAT A MINIMUM OF DISRUPTION OCCURS TO THEOWNERS PRIMARY BUSINESS DURING THEIR NORMAL HOURS OF OPERATION. THISMAY INVOLVE THE CONTRACTORS WORK BEING PERFORMED ON EVENINGS,WEEKENDS, AND/OR HOLIDAYS. THE CONTRACTOR SHALL INCLUDE ALL COSTS OFTHIS PROVISION IN THEIR BASE TENDER QUOTE. NO ALLOWANCE WILL BESUBSEQUENTLY BE MADE FOR FAILURE TO INCLUDE THESE COSTS IN BASE TENDERQUOTE.
.02 CONTRACTOR SHALL REWIRE, EXTEND WIRES, CONDUITS, ETC. OR INSTALL NEW FORANY RELOCATED ELECTRICAL DEVICES AS SHOWN ON THE DRAWINGS AND/OR ASREQUIRED.
.03 ALL ELECTRICAL DEVICES SHOWN ON THE DRAWINGS AND/OR AS REQUIRED SHALL BENEW UNLESS OTHERWISE NOTED.
.04 ALL MODIFIED/NEW ELECTRICAL SYSTEMS SHALL BE FULLY OPERATIONAL AFTERRENOVATION IS COMPLETE AND BE ACCEPTED BY THE CONSULTANT AND OWNER.
.05 ALL REMOVED AND UNUSED ELECTRICAL DEVICES FROM THE RENOVATED AREASSHALL BE TURNED OVER TO OWNER UNLESS OTHERWISE NOTED. INTERM STORAGELOCATION OF THESE DEVICES SHALL BE COORDINATED WITH THE OWNER ANDSTORED SECURELY TO PREVENT DAMAGE.
.06 CONTRACTOR SHALL RELOCATE, REWIRE, OR REROUTE ALL WIRING WHICH PASSESTHROUGH RENOVATED AREAS TO ENSURE PROPER OPERATION OF ALL ELECTRICALSYSTEMS OUTSIDE OF RENOVATED AREAS.
.07 ANY FIXTURES, WIRING DEVICES, ETC. DAMAGED DURING AND AFTER REMOVAL SHALLBE REPLACED WITH NEW APPROVED EQUIPMENT AT CONTRACTOR'S COST.
.08 CONTRACTOR IS RESPONSIBLE FOR ADEQUATE PROTECTION OF EQUIPMENT,FURNITURE, ETC. (PLASTIC COVERS, MOVEMENT OF OWNER FURNITURE, ETC.) DURINGTHE EXECUTION OF THE WORK.
.09 CONTRACTOR IS RESPONSIBLE FOR CLEANING UP THE WORK AREA EACH DAY BEFORELEAVING THE JOB SITE.
.10 ALL MATERIALS SHALL BE SUPPLIED AND INSTALLED AS SPECIFIED AND/OR SHOWN ONTHE DRAWINGS.
.11 CONTRACTOR TO CONFIRM ALL LOCATIONS OF EXISTING EQUIPMENT, WIRING, CIRCUITNUMBERS, ETC.
14.00 FIELD REVIEW DEFINITION
.01 FIELD REVIEW ARE : - CONDUCTED SPECIFICALLY AND ONLY FOR THE SCOPE OF WORK FOR WHICH THE
CONSULTANT IS RESPONSIBLE; - A REVIEW CONDUCTED AT THE SITE OF THE IMPLEMENTATION OR CONSTRUCTION OF
THE ENGINEERING WORK; - CONDUCTED AT INTERVALS APPROPRIATE TO THE STAGE OF THE
CONSTRUCTION/IMPLEMENTATION; - PERFORMED BY THE CONSULTANT WHEN CONSIDERED AT THE CONSULTANT'S
PROFESSIONAL DISCRETION TO BE NECESSARY TO BECOME FAMILIAR WITH THEPROGRESS AND QUALITY OF THE WORK;
- TO DETERMINE THAT THE WORK IS IN GENERAL CONFORMITY WITH THECONSTRUCTION CONTRACT DOCUMENTS; AND
- RECORDED IN WRITING AND COMMUNICATED TO THE CLIENT, AND CONTRACTOR.
.02 FIELD REVIEWS DO NOT: PROVIDE SUPERVISION OF THE IMPLEMENTATION OR CONSTRUCTION WORK; DIRECT OR HAVE CONTROL OVER THE CONTRACTOR'S WORK; HAVE ANY RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES,
SEQUENCES OR PROCEDURES SELECTED BY THE CONTRACTOR NOR FOR THECONTRACTOR'S SAFETY PRECAUTIONS OR PROGRAMS IN CONNECTION WITH THE WORK.(THESE RIGHTS AND RESPONSIBILITIES ARE SOLELY THOSE OF THE CONTRACTOR INACCORDANCE WITH THE CONTRACT DOCUMENTS);
GUARANTEE THAT THE PERFORMANCE OF THE CONTRACTOR IS IN ACCORDANCE WITHTHE CONTRACT DOCUMENTS OR ANY APPLICABLE LAWS, CODES, RULES ORREGULATIONS; GUARANTEE THAT ALL DEFICIENT WORK WILL BE IDENTIFIED BY THE FIELD REVIEWER
(THE REVIEWER MAY REJECT NON-CONFORMING WORK, BUT WILL LEAVE THE MEANSAND METHODS FOR ACHIEVING WHAT IS REQUIRED TO THE CONTRACTOR OR OTHERSWHO ARE TASKED WITH IMPLEMENTING OR CONSTRUCTING THE WORK); AND,
INSPECT THE WORK OR SAFETY AT A CONTRACTOR-CONTROLLED SITE OR A SITEMANAGED BY OTHERS, AND DOES NOT REVIEW THE SAFETY PROGRAMS.
DIV. 16 SPECIFICATION
City of New Westminster
Police Services Building
549 Columbia St.
New Westminster, B.C.
OCTOBER 2016
M.P.
A.G.
7204
R.S.
R.S.
Langley Office
208 - 20171 92A Avenue
Langley, BC V1M 3A5
www.rpeng.ca
Tel: (604) 888-7779
Fax: (604) 888-7719
650-2700 PRODUCTION WAY
BURNABY, BC V5A 4X1
PH.604.676.9545
ACUMENENGINEERING.CA
THIS DRAWING AND ALL ASSOCIATED DOCUMENTS ARE AN INSTRUMENT OFSERVICE AND ARE, AND WILL, AT ALL TIMES REMAIN EXCLUSIVE PROPERTY OF
ACUMEN ENGINEERING LTD. ALL DESIGNS AND OTHER INFORMATION SHOWN ONTHIS DRAWING ARE FOR USE ONLY ON THE SPECIFIED PROJECT; AND MAY BE USEDONLY FOR THE ISSUED PURPOSE AS STATED HEREIN. PAYMENT OF ALL SUMS DUETO ACUMEN ENGINEERING LTD. UP TO THE DATE OF THE INTENDED USE OF THIS
DRAWING IS A CONDITION PRECEDENT TO THE USE THEREOF. COPYRIGHT OF THISDRAWING, ITS CONTENT AND DESIGN ARE RESERVED BY ACUMEN ENGINEERINGLTD. THE DRAWING AND THE INFORMATION CONTAINED HEREIN SHALL NOT BE
REPRODUCED IN WHOLE, OR IN PART, WITHOUT PRIOR WRITTEN PERMISSION FROMACUMEN ENGINEERING LTD.
AS SHOWN
E-03
ELECTRICAL
SPECIFICATION
1 AGOct. 26, 2016
2 Oct. 27, 2016 AG
POLICE SERVICE
BUILDING
COOLING TOWER
ROOF REPLACEMENT
CITY OF NEW WESTMINSTER
555 COLUMBIA STREET, NEW WESTMINSTER, BC
LIST OF DRAWINGS:
KMS
BE1.00
COVER SHEET AND LIST OF DRAWINGS
TITLE:
DRAWING NO.:
DESCRIPTION: DATE :
DESIGN BY:
SCALE:
DRAWN BY:
CHECKED BY:
DATE:
PROJECT No.:
PROJECT:
ISSUE
THIS DRAWING IS THE SOLE PROPERTY OF WSP CANADA INC. AND CANNOT BE USED OR DUPLICATED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF
WSP CANADA INC. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES OR OMMISIONS TO WSP CANADA INC.
TITLE:
DRAWING NO.:
DESIGN BY:
SCALE:
DRAWN BY:
CHECKED BY:
DATE:
PROJECT No.:
PROJECT:
MMM/DD/YYNUMBER
OCT 2016
TES
TES
AS SHOWN
161-14829-00
POLICE SERVICE BUILDING
555 COLUMBIA ST., NEW WESTMINSTER, BC
CITY OF NEW WESTMINSTER
-
ISSUED FOR
75% CLIENT REVIEW OCT 19 /16
-
ISSUED FOR
TENDER OCT 25/16
SEAL
WSP Canada Inc.
150-12791 Clarke Place
Richmond, BC V6V 2H9 Canada
T +1 (604) 278-1411
F +1 (604) 278-1042
www.wspgroup.ca
GENERAL:
BE1.00 COVER SHEET & LIST OF DRAWINGS
BE1.01 LEGENDS, SCHEDULES, AND GENERAL NOTES
BE1.02 FLASHING PROFILES
PLANS:
BE2.00 SITE PLAN
GENERAL ROOF PLAN
PHOTOGRAPHS
DETAILS:
BE4.00 BASE OF WALL AT METAL CLADDING
BE4.01 BASE OF WALL AT CONCRETE
BE4.02 MECHANICAL ROOF TOP UNIT PAD / SLEEPER
BE4.03 ROOF DRAIN DETAIL
BE4.04 CONDENSER WATER PIPE DETAIL
TYP. PIPE PENETRATION
BE4.05 EXHAUST VENT CURB DETAIL
BE4.06 TYPICAL GAS PIPE DETAIL
ELECTRICAL CABLE; GOOSENECK DETAIL
BE4.07 ROOF HATCH DETAIL
BE4.08 MECHANICAL DRAIN PIPE
AERIAL VIEW OF ROOF (POLICE SERVICE BUILDING)
UP CLOSE VIEW OF COOLING TOWER ROOF
COOLING
TOWER
ROOF
AERIAL VIEW OF ROOF FROM NORTH AERIAL VIEW OF ROOF FROM EAST
COOLING
TOWER
ROOF
COOLING
TOWER
ROOF
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BE*.**
-
DETAIL NUMBER
DRAWING NUMBER
WHERE DETAIL
IS LOCATED
DRAWING NUMBER
WHERE DETAIL
IS LOCATED
BE*.**
-
SECTION DETAIL
NUMBER
DETAIL REF.
DETAIL SECTION REF.
BE*.**
-
DRAWING NUMBER
WHERE SECTION IS
LOCATED
BUILDING SECTION
LETTER
BUILDING SECTION
REF.
BE*.**
-
DRAWING NUMBER
WHERE ELEVATION
IS LOCATED
BUILDING ELEVATION
NUMBER
BUILDING
ELEVATION
REFERENCE
SCALE:
-
BE*.**
-
DRAWING NAME
DRAWING
REFERENCE
DRAWING NUMBER
DENOTES CURRENT
DRAWING NUMBER
-
TYPE DESIGNATION
WALL, ROOF OR WATERPROOFING
TYPE REFERENCE
REVISION
NUMBER
REVISION TAG
DENOTES THE AREA WITHIN THE
CLOUD BOUNDARIES CONTAINING
THE MOST RECENT REVISION(S)
MADE TO THAT DRAWING
REVISIONS CLOUD
A.F.F.
A.F.S
C.C.F.
C/W
C.J.
DWG.
DET.
EXIST.
F.D.
G.W.B.
H.P.
L.P.
MIN.
N.I.C.
N.T.S.
O.C.
OPP.
P.T.
PTD.
R.D.
R.O.
R.W.L.
REF.
REV.
S.A.M.
SIM.
S.M.
S.O.G.
S.S.
STRUCT.
T.B.C.
TYP.
U.N.O.
ABOVE FINISHED FLOOR
ABOVE FINISHED SURFACE
CROSS-CAVITY FLASHING
COMPLETE WITH
CONTROL JOINT
DRAWING
DETAIL
EXISTING
FLOOR DRAIN
GYPSUM WALL BOARD
HIGHT POINT
LOW POINT
MINIMUM
NOT IN CONTRACT
NOT TO SCALE
ON CENTRE
OPPOSITE
PRESSURE TREATED
PAINTED
ROOF DRAIN
ROUGH OPENING
RAIN WATER LEADER
REFERENCED
REVERSE
SELF-ADHERED MEMBRANE
SIMILAR
SHEATHING MEMBRANE
SLAB ON GRADE
STAINLESS STEEL
STRUCTURAL
TO BE CONFIRMED
TYPICAL
UNLESS NOTED OTHERWISE
1. DRAWINGS ARE BASED ON ORIGINAL
ARCHITECTURAL DRAWINGS
PROVIDED. VERIFY ALL EXISTING
DIMENSIONS AND CONDITIONS.
NOTIFY THE CONSULTANT IF ANY
CONFLICT ARISES.
2. IF ANY DISCREPANCIES IN THE
DOCUMENTS ARE FOUND, REQUEST
THE CONSULANT TO CLARIFY THE
DISCREPANCIES PRIOR TO
COMMENCING ANY RELATED WORK.
3. NOTIFY THE CONSULTANT
IMMEDIATELY AND REQUEST A
REVIEW IF ANY ADDITIONAL DAMAGE
OF EXISTING AREAS OUTSIDE THE
CONTRACT ARE DISCOVERED. DO
NOT COMMENCE ANY RELATED OR
NEARBY WORK WITHOUT THE
CONSULTANT'S APPROVAL.
4. REFER TO FLOOR PLANS AND
ELEVATIONS FOR SCOPE OF WORK
AND ANY TYPICAL DETAIL
REFERENCES.
5. CONFIRM DIMENSIONS OF ALL
FLASHINGS AND STOPS. ENSURE
THERE IS NO INTERFERENCE WITH
OPERATION OF WINDOWS OR OTHER
FIXTURES.
SYMBOLS LEGEND:
LINETYPE LEGEND:
ABBREVIATIONS LIST: GENERAL NOTES:
#
TITLE:
DRAWING NO.:
DESCRIPTION: DATE :
DESIGN BY:
SCALE:
DRAWN BY:
CHECKED BY:
DATE:
PROJECT No.:
PROJECT:
ISSUE
THIS DRAWING IS THE SOLE PROPERTY OF WSP CANADA INC. AND CANNOT BE USED OR DUPLICATED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF
WSP CANADA INC. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES OR OMMISIONS TO WSP CANADA INC.
TITLE:
DRAWING NO.:
DESIGN BY:
SCALE:
DRAWN BY:
CHECKED BY:
DATE:
PROJECT No.:
PROJECT:
MMM/DD/YYNUMBER
OCT 2016
TES
TES
AS SHOWN
161-14829-00
POLICE SERVICE BUILDING
555 COLUMBIA ST., NEW WESTMINSTER, BC
CITY OF NEW WESTMINSTER
-
ISSUED FOR
75% CLIENT REVIEW OCT 19 /16
-
ISSUED FOR
TENDER OCT 25/16
SEAL
WSP Canada Inc.
150-12791 Clarke Place
Richmond, BC V6V 2H9 Canada
T +1 (604) 278-1411
F +1 (604) 278-1042
www.wspgroup.ca
KMS
BE1.01
LEGENDS, SCHEDULES AND
GENERAL NOTES
WP1 NEW ROOF ASSEMBLY (R20)
EXISTING CONSTRUCTION:
WATERPROOFING SCHEDULE:
EXISTING ROOF ASSEMBLY
2-PLY SBS ROOFING
FIBREBOARD
1
1
2
" RIGID INSULATION
VAPOUR RETARDER
2" STEEL Q - DECK
2 PLY SBS
OVERLAY BOARD
TAPERED POLYISO FOR CRICKETS
2 LAYERS 1.80" POLYISO
VAPOUR BARRIER
EXISTING STEEL Q DECK
STRUCTURE
MIN. 2% SLOPE
SELF-ADHERED MEMBRANE
INSECT SCREEN
WATERPROOFING MEMBRANE
LINEWEIGHT DENOTES EXISTING
(U.N.O.)
VAPOUR BARRIER
SHEATHING MEMBRANE
L:\_B
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, 101
LEGE
NDS
NOTE
S SC
HEDU
LES,
10/26
/2016
11:46
:37 A
M
GENERALFLASHING NOTES:
1. FOR ALL FLASHINGS, AT ENDS USE FOLDED
UPTURNS (3/4" HIGH TYP.), AT CORNERS USE
FOLDED END DAM/STANDING SEAMS.
2. S-LOCK SEAM IS ACCEPTABLE ONLY ON FIELD
OF CROSS-CAVITY FLASHING.
3. AT LOCATIONS WHERE FLASHING TERMINATES
AT A PERPENDICULAR SIDING WALL, EXTEND
FLASHING PAST CORNER TRIMS.
4. AT LOCATION WHERE FLASHING TERMINATES
AT A PERPENDICULAR CLAD WALL, ELEVATE
THE FLASHING ENDS TO DIRECT WATER MIN.
1/2" AWAY FROM WALL BELOW.
5. FOR ROOFING FLASHING, STANDING SEAMS
AND S-LOCK JOINTS ARE ACCEPTABLE
6. PROVIDE FOLDED SAFETY EDGES AT ALL
LOCATIONS. PROVIDE END DAMS AT ALL
FLASHING TERMINATIONS.
7. PROVIDE SEALANT AT ALL FLASHING PINHOLES.
8. ENSURE PROVISION OF VENTILATION GAP (3/4")
BETWEEN FLASHING DOWNTURN LEG AND
CLADDING.
9. CONTRACTOR IS RESPONSIBLE TO CONFIRM
WITH ON-SITE WALL THICKNESS AND
CONSTRUCTION DIMENSIONS/CONDITIONS TO
FINALIZE FLASHING CONFIGURATIONS.
10. PROVIDE MOCK-UP FOR EACH FLASHING TO
CONSULTANT AND OWNER FOR
PRE-APPROVAL.
11. PROVIDE INTERMITTENT CLIPS AS SPECIFIED
SCALE:
1
-
NTS
AT BASE OF CONCRETE WALL
DOUBLE GUMLIP FLASHING
2" (T
YP
.)
3" M
IN
.
(T
YP
.)
2
1
1/2"
SCALE:
3
-
NTS
OF METAL WALL CLADDING
FLASHING AT BASE
TO
S
UIT
TO
S
UIT
TO
S
UIT
TO SUIT
SCALE:
2
-
NTS
CURB FLASHING
3"
TO SUIT
TITLE:
DRAWING NO.:
DESCRIPTION: DATE :
DESIGN BY:
SCALE:
DRAWN BY:
CHECKED BY:
DATE:
PROJECT No.:
PROJECT:
ISSUE
THIS DRAWING IS THE SOLE PROPERTY OF WSP CANADA INC. AND CANNOT BE USED OR DUPLICATED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF
WSP CANADA INC. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES OR OMMISIONS TO WSP CANADA INC.
TITLE:
DRAWING NO.:
DESIGN BY:
SCALE:
DRAWN BY:
CHECKED BY:
DATE:
PROJECT No.:
PROJECT:
MMM/DD/YYNUMBER
OCT 2016
TES
TES
AS SHOWN
161-14829-00
POLICE SERVICE BUILDING
555 COLUMBIA ST., NEW WESTMINSTER, BC
CITY OF NEW WESTMINSTER
-
ISSUED FOR
75% CLIENT REVIEW OCT 19 /16
-
ISSUED FOR
TENDER OCT 25/16
SEAL
WSP Canada Inc.
150-12791 Clarke Place
Richmond, BC V6V 2H9 Canada
T +1 (604) 278-1411
F +1 (604) 278-1042
www.wspgroup.ca
BE1.02
FLASHING PROFILES
FLASHING PROFILES:
L:\_B
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\161-
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9-00
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, 102
FLA
SHIN
GS, 1
0/26/2
016 1
1:46:3
7 AM
AREA OF
WORK
(COOLING
TOWER)
C L A R K S O N S T R E E T
S I X
T
H
S
T
R
E
E
T
C O L U M B I A S T R E E T
MAIN
ROOF
MAIN
ROOF
ROOF
OVER
LEVEL 2
ROOF
OVER
LEVEL 2
DC
54
E
M
C
ROOF
HATCH
B-VENT
2
B-VENT
1
B-VENT
3
NEW MECHANICAL UNIT (REFER
TO MECHANICAL DRAWINGS)
M
LEGEND
PIPE PENETRATION
CONDENSER WATER PIPE
C
EXISTING CONDENSER TO
REMAIN
ROOF DRAIN
HATCH DENOTES NEW
WATERPROOFING MEMBRANE
LINETYPE DENOTES NEW BASE OF WALL AT
CONCRETE (SEE DETAIL 1 / BE401)
LINETYPE DENOTES PARAPET METAL
CLADDING TO BE REMOVED AND
REINSTALED (SEE DETAIL 1 / BE400)
B-VENT ON CURB
NEW MECHANICAL DRAIN PIPE
DOWN TO MECHANICAL ROOM
BELOW
TITLE:
DRAWING NO.:
DESCRIPTION: DATE :
DESIGN BY:
SCALE:
DRAWN BY:
CHECKED BY:
DATE:
PROJECT No.:
PROJECT:
ISSUE
THIS DRAWING IS THE SOLE PROPERTY OF WSP CANADA INC. AND CANNOT BE USED OR DUPLICATED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF
WSP CANADA INC. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES OR OMMISIONS TO WSP CANADA INC.
TITLE:
DRAWING NO.:
DESIGN BY:
SCALE:
DRAWN BY:
CHECKED BY:
DATE:
PROJECT No.:
PROJECT:
MMM/DD/YYNUMBER
OCT 2016
TES
TES
AS SHOWN
161-14829-00
POLICE SERVICE BUILDING
555 COLUMBIA ST., NEW WESTMINSTER, BC
CITY OF NEW WESTMINSTER
-
ISSUED FOR
75% CLIENT REVIEW OCT 19 /16
-
ISSUED FOR
TENDER OCT 25/16
SEAL
WSP Canada Inc.
150-12791 Clarke Place
Richmond, BC V6V 2H9 Canada
T +1 (604) 278-1411
F +1 (604) 278-1042
www.wspgroup.ca
SITE PLAN / GENERAL ROOF PLAN
PARTIAL ROOF PLAN - AREA OF WORK
KMS
BE2.00
SCALE:
1
-
1/32"=1'-0"
GENERAL ROOF PLAN
SITE PLAN
PROJECT
NORTH
-
2
SCALE:
2
-
1/16"=1'-0"
AREA OF WORK
PARTIAL ROOF PLAN
BE4.07
1
BE4.05
1
BE4.04
1
BE4.06
1
BE4.01
1
BE4.00
1
BE4.02
1
BE4.03
1
BE4.02
1
BE4.06
2
BE4.08
1
BE4.04 SIM.
1
L:\_B
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\02\14
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\161-
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9-00
NW
Poli
ce 20
0.dwg
, Gen
eral
Roof
Plan
200,
10/26
/2016
11:46
:40 A
M
WP1
CAREFULLY REMOVE
AND REINSTATE
EXISTING METAL
CLADDING. ENSURE
THAT EXISTING
CLADDING AND
FURRING ARE NOT
DAMAGED DURING
RE & RE
CARRY MEMBRANE UP
MIN
. 8"
NEW BASE
FLASHING
EXISTING ROOF
STRUCTURE
EXISTING WALL
STRUCTURE
MIN
. 6"
SCALE:
1
-
1 1/2"=1'-0"
BASE OF WALL AT METAL CLADDING
PROVIDE FOR THE EXISTING
SHEATHING PAPER TO LAP
OVER THE NEW ROOF
MEMBRANE ASSEMBLY
1" M
IN
.
TITLE:
DRAWING NO.:
DESCRIPTION: DATE :
DESIGN BY:
SCALE:
DRAWN BY:
CHECKED BY:
DATE:
PROJECT No.:
PROJECT:
ISSUE
THIS DRAWING IS THE SOLE PROPERTY OF WSP CANADA INC. AND CANNOT BE USED OR DUPLICATED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF
WSP CANADA INC. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES OR OMMISIONS TO WSP CANADA INC.
TITLE:
DRAWING NO.:
DESIGN BY:
SCALE:
DRAWN BY:
CHECKED BY:
DATE:
PROJECT No.:
PROJECT:
MMM/DD/YYNUMBER
OCT 2016
TES
TES
AS SHOWN
161-14829-00
POLICE SERVICE BUILDING
555 COLUMBIA ST., NEW WESTMINSTER, BC
CITY OF NEW WESTMINSTER
-
ISSUED FOR
75% CLIENT REVIEW OCT 19 /16
-
ISSUED FOR
TENDER OCT 25/16
SEAL
WSP Canada Inc.
150-12791 Clarke Place
Richmond, BC V6V 2H9 Canada
T +1 (604) 278-1411
F +1 (604) 278-1042
www.wspgroup.ca
BE4.00
BASE OF WALL AT METAL CLADDING
L:\_B
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\02\14
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s\CAD
\161-
1482
9-00
NW
Poli
ce 40
0 SBS
.dwg,
400,
10/26
/2016
11:46
:42 A
M
EXISTING WALL
ASSEMBLY
NEW DOUBLE
METAL GUMLIP
FLASHING
CARRY ROOFING
MEMBRANE UP
MIN
. 8"
REMOVE EXISTING
BASE FLASHING
AND CANT
EXISTING ROOF
STRUCTURE
SCALE:
1
-
1 1/2"=1'-0"
BASE OF WALL AT CONCRETE
MIN
2"
1"
TITLE:
DRAWING NO.:
DESCRIPTION: DATE :
DESIGN BY:
SCALE:
DRAWN BY:
CHECKED BY:
DATE:
PROJECT No.:
PROJECT:
ISSUE
THIS DRAWING IS THE SOLE PROPERTY OF WSP CANADA INC. AND CANNOT BE USED OR DUPLICATED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF
WSP CANADA INC. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES OR OMMISIONS TO WSP CANADA INC.
TITLE:
DRAWING NO.:
DESIGN BY:
SCALE:
DRAWN BY:
CHECKED BY:
DATE:
PROJECT No.:
PROJECT:
MMM/DD/YYNUMBER
OCT 2016
TES
TES
AS SHOWN
161-14829-00
POLICE SERVICE BUILDING
555 COLUMBIA ST., NEW WESTMINSTER, BC
CITY OF NEW WESTMINSTER
-
ISSUED FOR
75% CLIENT REVIEW OCT 19 /16
-
ISSUED FOR
TENDER OCT 25/16
SEAL
WSP Canada Inc.
150-12791 Clarke Place
Richmond, BC V6V 2H9 Canada
T +1 (604) 278-1411
F +1 (604) 278-1042
www.wspgroup.ca
BE4.01
BASE OF WALL AT CONCRETE
L:\_B
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1-14
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00 P
olice
Ser
vice B
uildin
g, Ne
w W
estm
inster
\02\14
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wing
s\CAD
\161-
1482
9-00
NW
Poli
ce 40
0 SBS
.dwg,
401,
10/26
/2016
11:46
:43 A
M
SCALE:
1
-
1 1/2"=1'-0"
MECH ROOFTOP UNIT UPSTAND
EXISTING METAL DECK
SLOPED INSULATION
POLYISO
INSULATION
FOR EXISTING
MECHANICAL EQUIPMENT,
ALLOW FOR TEMPORARY
SHORING AS NECESSARY
WP1
8" M
IN
.
CARRY NEW
WATERPROOFING
MEMBRANE UP AND OVER
CURB / SLEEPER.
INSTALL ADDITIONAL CAP
SHEET
VARIES
SLEEPER / UPSTAND
(SEE STRUCTURAL)
INSTALL ALSAN RS DETAIL AT
MEMBRANE LEVEL & "PILOT" HOLE
PRIOR TO FASTENERS
TITLE:
DRAWING NO.:
DESCRIPTION: DATE :
DESIGN BY:
SCALE:
DRAWN BY:
CHECKED BY:
DATE:
PROJECT No.:
PROJECT:
ISSUE
THIS DRAWING IS THE SOLE PROPERTY OF WSP CANADA INC. AND CANNOT BE USED OR DUPLICATED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF
WSP CANADA INC. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES OR OMMISIONS TO WSP CANADA INC.
TITLE:
DRAWING NO.:
DESIGN BY:
SCALE:
DRAWN BY:
CHECKED BY:
DATE:
PROJECT No.:
PROJECT:
MMM/DD/YYNUMBER
OCT 2016
TES
TES
AS SHOWN
161-14829-00
POLICE SERVICE BUILDING
555 COLUMBIA ST., NEW WESTMINSTER, BC
CITY OF NEW WESTMINSTER
-
ISSUED FOR
75% CLIENT REVIEW OCT 19 /16
-
ISSUED FOR
TENDER OCT 25/16
SEAL
WSP Canada Inc.
150-12791 Clarke Place
Richmond, BC V6V 2H9 Canada
T +1 (604) 278-1411
F +1 (604) 278-1042
www.wspgroup.ca
BE4.02
MECHANICAL ROOF TOP UNIT UPSTAND
L:\_B
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estm
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\02\14
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wing
s\CAD
\161-
1482
9-00
NW
Poli
ce 40
0 SBS
.dwg,
402,
10/26
/2016
11:46
:44 A
M
C
L
CLAMPING RING
SPUN COPPER INSERT
SS RETAINING BOLT
STRAINER DOME
STRIPPING PLIESWP1
SIM.
WP1
SCALE:
1
-
1 1/2"=1'-0"
ROOF DRAIN
1'-3"
"U"-FLOW SEAL OR HARD
PIPE CONNECTION
TITLE:
DRAWING NO.:
DESCRIPTION: DATE :
DESIGN BY:
SCALE:
DRAWN BY:
CHECKED BY:
DATE:
PROJECT No.:
PROJECT:
ISSUE
THIS DRAWING IS THE SOLE PROPERTY OF WSP CANADA INC. AND CANNOT BE USED OR DUPLICATED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF
WSP CANADA INC. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES OR OMMISIONS TO WSP CANADA INC.
TITLE:
DRAWING NO.:
DESIGN BY:
SCALE:
DRAWN BY:
CHECKED BY:
DATE:
PROJECT No.:
PROJECT:
MMM/DD/YYNUMBER
OCT 2016
TES
TES
AS SHOWN
161-14829-00
POLICE SERVICE BUILDING
555 COLUMBIA ST., NEW WESTMINSTER, BC
CITY OF NEW WESTMINSTER
-
ISSUED FOR
75% CLIENT REVIEW OCT 19 /16
-
ISSUED FOR
TENDER OCT 25/16
SEAL
WSP Canada Inc.
150-12791 Clarke Place
Richmond, BC V6V 2H9 Canada
T +1 (604) 278-1411
F +1 (604) 278-1042
www.wspgroup.ca
BE4.03
ROOF DRAIN DETAIL
L:\_B
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00 P
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Ser
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uildin
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estm
inster
\02\14
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wing
s\CAD
\161-
1482
9-00
NW
Poli
ce 40
0 SBS
.dwg,
403,
10/26
/2016
11:46
:44 A
M
EXISTING METAL DECK
AND STEEL BEAM
STRUCTURE
L
C
WP1
MENZIE'S PRIMED SPUN
ALUMINUM
FLASHING SET IN
FULL BED OF MASTIC
INSTALL NEW P.T.
BLOCKING, HEIGHT
TO SUIT.TO RAISE
'B'-VENT FLASHING,
SLOPED INSULATION
LIQUID MEMBRANE C/W
GRANULES AROUND THE
PENETRATION
POLYISO
INSULATION
SCALE:
1
-
3"=1'-0"
CONDENSER WATER PIPE
EXISTING CONDENSER
WATER PIPE
BASE SHEET
STRIPPING PLY
CAP SHEET
RE & RE EXISTING
INSULATED OUTER
METAL JACKET
SHRINK WRAP
CLAMPING COLLAR
TITLE:
DRAWING NO.:
DESCRIPTION: DATE :
DESIGN BY:
SCALE:
DRAWN BY:
CHECKED BY:
DATE:
PROJECT No.:
PROJECT:
ISSUE
THIS DRAWING IS THE SOLE PROPERTY OF WSP CANADA INC. AND CANNOT BE USED OR DUPLICATED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF
WSP CANADA INC. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES OR OMMISIONS TO WSP CANADA INC.
TITLE:
DRAWING NO.:
DESIGN BY:
SCALE:
DRAWN BY:
CHECKED BY:
DATE:
PROJECT No.:
PROJECT:
MMM/DD/YYNUMBER
OCT 2016
TES
TES
AS SHOWN
161-14829-00
POLICE SERVICE BUILDING
555 COLUMBIA ST., NEW WESTMINSTER, BC
CITY OF NEW WESTMINSTER
-
ISSUED FOR
75% CLIENT REVIEW OCT 19 /16
-
ISSUED FOR
TENDER OCT 25/16
SEAL
WSP Canada Inc.
150-12791 Clarke Place
Richmond, BC V6V 2H9 Canada
T +1 (604) 278-1411
F +1 (604) 278-1042
www.wspgroup.ca
BE4.04
CONDENSER WATER PIPE/
TYP. PIPE PENETRATION
L:\_B
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Ser
vice B
uildin
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estm
inster
\02\14
_Dra
wing
s\CAD
\161-
1482
9-00
NW
Poli
ce 40
0 SBS
.dwg,
404,
10/26
/2016
11:46
:45 A
M
SCALE:
2
-
3"=1'-0"
B-VENT ON CURB DETAIL
WP1
B-VENT 2:
NEW B-VENT AND UPSTAND
FLASHING (WELDED)
B-VENT 1 & 3:
REMOVE AND REINSTALL
STAINLESS STEEL B-VENT AND
UPSTAND FLASHING
INSTALL NEW P.T.
BLOCKING, HEIGHT
TO SUIT.
2"
8" M
IN
.
1" MIN.
WP1
NEW SHEATHING
AS REQUIRED
NEW STORM COLLAR
C/W SEALANT
8" M
IN
.
EXISTING PIPE
WELD
1" MIN.
ROXUL ROXUL
TITLE:
DRAWING NO.:
DESCRIPTION: DATE :
DESIGN BY:
SCALE:
DRAWN BY:
CHECKED BY:
DATE:
PROJECT No.:
PROJECT:
ISSUE
THIS DRAWING IS THE SOLE PROPERTY OF WSP CANADA INC. AND CANNOT BE USED OR DUPLICATED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF
WSP CANADA INC. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES OR OMMISIONS TO WSP CANADA INC.
TITLE:
DRAWING NO.:
DESIGN BY:
SCALE:
DRAWN BY:
CHECKED BY:
DATE:
PROJECT No.:
PROJECT:
MMM/DD/YYNUMBER
OCT 2016
TES
TES
AS SHOWN
161-14829-00
POLICE SERVICE BUILDING
555 COLUMBIA ST., NEW WESTMINSTER, BC
CITY OF NEW WESTMINSTER
-
ISSUED FOR
75% CLIENT REVIEW OCT 19 /16
-
ISSUED FOR
TENDER OCT 25/16
SEAL
WSP Canada Inc.
150-12791 Clarke Place
Richmond, BC V6V 2H9 Canada
T +1 (604) 278-1411
F +1 (604) 278-1042
www.wspgroup.ca
BE4.05
B-VENT ON CURB DETAIL
L:\_B
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ts\20
16\16
1-14
829-
00 P
olice
Ser
vice B
uildin
g, Ne
w W
estm
inster
\02\14
_Dra
wing
s\CAD
\161-
1482
9-00
NW
Poli
ce 40
0 SBS
.dwg,
405,
10/26
/2016
11:46
:45 A
M
PRIMED SPUN ALUMINUM
STACK FLASHING SET IN FULL
BED OF MASTIC
LIQUID MEMBRANE C/W
GRANULES AROUND THE
PENETRATION
GALVANIZED STEEL STORM
COLLAR ALL-AROUND THE PIPE
WITH SEALANT AT JOINT.
EXISTING PIPE, SIZE AND NUMBER VARIES
FERNCO COUPLING
CLAMPING COLLAR
EXISTING STRUCTURE
L
C
WP1
SCALE:
1
-
3"=1'-0"
ELECTRICAL/GAS CABLE PIPE DETAIL
SUPPLY GOOSE
NECK CAP AT
ELECTRICAL CABLE
PENETRATIONS
L
C
SCALE:
2
-
3"=1'-0"
GOOSENECK DETAIL
EXTEND BASE SHEET
UNDER FLANGE THEN
APPLY STRIPPING
NOTE:
ELECTRICAL WORK
INCLUDING RE & RE OF
CABLES, BY OTHERS.
CONTRACTOR TO RETAIN
AN ELECTRICIAN.
8" M
IN
.
EXISTING STRUCTURE
TITLE:
DRAWING NO.:
DESCRIPTION: DATE :
DESIGN BY:
SCALE:
DRAWN BY:
CHECKED BY:
DATE:
PROJECT No.:
PROJECT:
ISSUE
THIS DRAWING IS THE SOLE PROPERTY OF WSP CANADA INC. AND CANNOT BE USED OR DUPLICATED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF
WSP CANADA INC. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES OR OMMISIONS TO WSP CANADA INC.
TITLE:
DRAWING NO.:
DESIGN BY:
SCALE:
DRAWN BY:
CHECKED BY:
DATE:
PROJECT No.:
PROJECT:
MMM/DD/YYNUMBER
OCT 2016
TES
TES
AS SHOWN
161-14829-00
POLICE SERVICE BUILDING
555 COLUMBIA ST., NEW WESTMINSTER, BC
CITY OF NEW WESTMINSTER
-
ISSUED FOR
75% CLIENT REVIEW OCT 19 /16
-
ISSUED FOR
TENDER OCT 25/16
SEAL
WSP Canada Inc.
150-12791 Clarke Place
Richmond, BC V6V 2H9 Canada
T +1 (604) 278-1411
F +1 (604) 278-1042
www.wspgroup.ca
BE4.06
ELECTRICAL/GAS CABLE PIPE DETAIL;
GOOSENECK DETAIL
L:\_B
LD\^P
rojec
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16\16
1-14
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\02\14
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wing
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\161-
1482
9-00
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Poli
ce 40
0 SBS
.dwg,
406,
10/26
/2016
11:46
:46 A
M
REMOVE AND REINSTALL
EXISTING ROOF HATCH
FRAME AS NECESSARY
BASE SHEET
CAP SHEET
FOAM TAPE
EXTEND ROOFING
MEMBRANE UP
AND OVER CURB
NEW 2 X 4 WOOD
TREATED BLOCKING
WP1
SCALE:
1
-
3"=1'-0"
ROOF HATCH
REMOVE AND REINSTALL
ROOF HATCH COVER.
REPAINT TO MPDA
STANDARDS.
NEW SHEATHING
AS REQUIRED
VAPOUR
BARRIER
8" M
IN
.
TITLE:
DRAWING NO.:
DESCRIPTION: DATE :
DESIGN BY:
SCALE:
DRAWN BY:
CHECKED BY:
DATE:
PROJECT No.:
PROJECT:
ISSUE
THIS DRAWING IS THE SOLE PROPERTY OF WSP CANADA INC. AND CANNOT BE USED OR DUPLICATED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF
WSP CANADA INC. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES OR OMMISIONS TO WSP CANADA INC.
TITLE:
DRAWING NO.:
DESIGN BY:
SCALE:
DRAWN BY:
CHECKED BY:
DATE:
PROJECT No.:
PROJECT:
MMM/DD/YYNUMBER
OCT 2016
TES
TES
AS SHOWN
161-14829-00
POLICE SERVICE BUILDING
555 COLUMBIA ST., NEW WESTMINSTER, BC
CITY OF NEW WESTMINSTER
-
ISSUED FOR
75% CLIENT REVIEW OCT 19 /16
-
ISSUED FOR
TENDER OCT 25/16
SEAL
WSP Canada Inc.
150-12791 Clarke Place
Richmond, BC V6V 2H9 Canada
T +1 (604) 278-1411
F +1 (604) 278-1042
www.wspgroup.ca
BE4.07
ROOF HATCH DETAIL
L:\_B
LD\^P
rojec
ts\20
16\16
1-14
829-
00 P
olice
Ser
vice B
uildin
g, Ne
w W
estm
inster
\02\14
_Dra
wing
s\CAD
\161-
1482
9-00
NW
Poli
ce 40
0 SBS
.dwg,
407,
10/26
/2016
11:46
:47 A
M
EXISTING METAL DECK
AND STEEL BEAM
STRUCTURE
L
C
WP1
MENZIE'S PRIMED
SPUN ALUMINUM
FLASHING SET IN
FULL BED OF MASTIC
CLAMPING COLLARS
INSTALL NEW P.T.
BLOCKING, HEIGHT
TO SUIT.TO RAISE
'B'-VENT FLASHING,
SLOPED INSULATION
LIQUID MEMBRANE C/W
GRANULES AROUND THE
PENETRATION
POLYISO
INSULATION
SCALE:
1
-
3"=1'-0"
NEW MECHANICAL DRAIN PIPE
NEW MECHANICAL
DRAIN PIPE
NOTE: EXACT
LOCATION TO BE
CONFIRMED BY G.C.
BASE SHEET
STRIPPING PLY
CAP SHEET
FERNCO COUPLING
TITLE:
DRAWING NO.:
DESCRIPTION: DATE :
DESIGN BY:
SCALE:
DRAWN BY:
CHECKED BY:
DATE:
PROJECT No.:
PROJECT:
ISSUE
THIS DRAWING IS THE SOLE PROPERTY OF WSP CANADA INC. AND CANNOT BE USED OR DUPLICATED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF
WSP CANADA INC. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES OR OMMISIONS TO WSP CANADA INC.
TITLE:
DRAWING NO.:
DESIGN BY:
SCALE:
DRAWN BY:
CHECKED BY:
DATE:
PROJECT No.:
PROJECT:
MMM/DD/YYNUMBER
OCT 2016
TES
TES
AS SHOWN
161-14829-00
POLICE SERVICE BUILDING
555 COLUMBIA ST., NEW WESTMINSTER, BC
CITY OF NEW WESTMINSTER
-
ISSUED FOR
75% CLIENT REVIEW OCT 19 /16
-
ISSUED FOR
TENDER OCT 25/16
SEAL
WSP Canada Inc.
150-12791 Clarke Place
Richmond, BC V6V 2H9 Canada
T +1 (604) 278-1411
F +1 (604) 278-1042
www.wspgroup.ca
BE4.08
NEW MECHANICAL DRAIN PIPE
L:\_B
LD\^P
rojec
ts\20
16\16
1-14
829-
00 P
olice
Ser
vice B
uildin
g, Ne
w W
estm
inster
\02\14
_Dra
wing
s\CAD
\161-
1482
9-00
NW
Poli
ce 40
0 SBS
.dwg,
408,
10/26
/2016
11:46
:47 A
M