city of new westminster queensborough … · lv panel 'dp'' 3(4 #300 cu teck)...

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PROPOSED AIR HANDLING UNIT APROXIMATE LOCATION 1 2 3 RTU-1 DP-20,22,24 5-20R D-44 WP ERV-1 DP-26,28,30 WP WP 5 3 AUTOMATIC DUCT SMOKE DETECTOR DUPLEX G.F.C.I. RECEPTACLE OUTLET ELECTRICAL PANEL BOARD NON FUSABLE DISCONNECT SWITCH ELECTRIC MOTOR SYMBOL SCHEDULE EXISTING DEVICES SHOWN BY GREY COLOUR. REMOTE LED AND TEST SWITCH FOR DUCT SMOKE DETECTOR STORAGE EXIT 2 EXIT 1 EXISTING PANEL 'DP' EXISTING PANEL 'G' 1 2 3 4 KEYED NOTES: PROVIDE POWER CONNECTION FOR NEW AIR CONDITIONING UNIT RTU-1 c/w 100A/208V/3P BREAKER IN PANEL DP (MECHANICAL ROOM 601), TECK-3#3AWG+(CU)BOND, 100A/208V/3P WEATHER PROOF DISCONNECT. PROVIDE GFCI 20A/120V DUPLEX RECEPTACLE MOUNT ON NEW AIR CONDITIONING UNIT RTU-1 AS PER CEC 26-704 c/w 20A/120V/1P BREAKER IN PANEL G (MECHANICAL ROOM 601), 21MMC-2#12AWG+BOND, WEATHER PROOF ENCLOSURE. COORDINATE LOCATION AND MOUNTING WITH EQUIPMENT. RECORD CIRCUIT NUMBER ON RECORD DRAWINGS COORDINATE EXACT LOCATION OF POWER CONDUITS FOR MECH. UNITS ON ROOF WITH MECHANICAL. REFER TO MECH. UNIT SHOP DRAWINGS FOR DETAILS. PROVIDE ADDITIONAL QUADLOGIC EQUIPMENT FOR LEED C/W QUADLOGIC METER C/TS, CONDUITS, BACKBOXES & WIRING AS REQUIRED. ALLOW FOR RE-PROGRAMMING AND COMMISSIONING OF QUADLOGIC METERING EQUIPMENT. PROVIDE POWER CONNECTION FOR NEW ENERGY RECOVERY VINTILATOR ERV-1 C/W 40A/208V/3P BREAKER IN PANEL DP (MECHANICAL ROOM 601), TECK-3#8AWG+(CU)BOND, 60A/208V/3P WEATHER PROOF DISCONNECT. 1 2 3 GENERAL FIRE ALARM NOTES: 4 5 1 : 100 1 PARTIAL ROOF POWER PLAN 1 : 100 2 PARTIAL SECOND FLOOR POWER PLAN ROOF AND SECOND LEVEL POWER PLAN 7195 09/30/2016 AG QUEENSBOROUGH COMMUNITY CENTRE AIR CONDITION UNIT REPLACEMENT 511 ROYAL AVE. NEW WESTMINSTER, BC City of NEW WESTMINSTER ISSUED FOR NO. DATE DESCRIPTION 2016/10/07 ISSUED FOR 99% REVIEW ONLY METRIC THIS DRAWING AND ALL ASSOCIATED DOCUMENTS ARE AN INSTRUMENT OF SERVICE AND ARE, AND WILL, AT ALL TIMES REMAIN EXCLUSIVE PROPERTY OF ACUMEN ENGINEERING LTD. ALL DESIGNS AND OTHER INFORMATION SHOWN ON THIS DRAWING ARE FOR USE ONLY ON THE SPECIFIED PROJECT; AND MAY BE USED ONLY FOR THE ISSUED PURPOSE AS STATED HEREIN. PAYMENT OF ALL SUMS DUE TO ACUMEN ENGINEERING LTD. UP TO THE DATE OF THE INTENDED USE OF THIS DRAWING IS A CONDITION PRECEDENT TO THE USE THEREOF. COPYRIGHT OF THIS DRAWING, ITS CONTENT AND DESIGN ARE RESERVED BY ACUMEN ENGINEERING LTD. THE DRAWING AND THE INFORMATION CONTAINED HEREIN SHALL NOT BE REPRODUCED IN WHOLE, OR IN PART, WITHOUT PRIOR WRITTEN PERMISSION FROM ACUMEN ENGINEERING LTD. 650-2700 PRODUCTION WAY BURNABY, BC V5A 4X1 PH.604.676.9545 ACUMENENGINEERING.CA 1. 11/18/2016 2:41:44 PM E001.DWG 11/18/2016 E001 2016/11/17 ISSUED FOR TENDER ONLY 2.

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PROPOSED AIR HANDLING UNITAPROXIMATE LOCATION

1

2

3

RTU-1DP-20,22,24

5-20RD-44

WP

ERV-1DP-26,28,30 WP

WP5

3

AUTOMATIC DUCT SMOKE DETECTOR

DUPLEX G.F.C.I. RECEPTACLE OUTLET

ELECTRICAL PANEL BOARD

NON FUSABLE DISCONNECT SWITCH

ELECTRIC MOTOR

SYMBOL SCHEDULE

EXISTING DEVICES SHOWN BY GREY COLOUR.

REMOTE LED AND TEST SWITCH FOR DUCTSMOKE DETECTOR

STO

RAG

E

EXIT 2

EXIT 1

EXISTING PANEL 'DP'

EXISTING PANEL 'G'

1

2

3

4

KEYED NOTES:

PROVIDE POWER CONNECTION FOR NEW AIRCONDITIONING UNIT RTU-1 c/w 100A/208V/3P BREAKERIN PANEL DP (MECHANICAL ROOM 601),TECK-3#3AWG+(CU)BOND, 100A/208V/3P WEATHERPROOF DISCONNECT.

PROVIDE GFCI 20A/120V DUPLEX RECEPTACLE MOUNTON NEW AIR CONDITIONING UNIT RTU-1 AS PER CEC26-704 c/w 20A/120V/1P BREAKER IN PANEL G(MECHANICAL ROOM 601), 21MMC-2#12AWG+BOND,WEATHER PROOF ENCLOSURE. COORDINATE LOCATIONAND MOUNTING WITH EQUIPMENT. RECORD CIRCUITNUMBER ON RECORD DRAWINGS

COORDINATE EXACT LOCATION OF POWER CONDUITSFOR MECH. UNITS ON ROOF WITH MECHANICAL. REFERTO MECH. UNIT SHOP DRAWINGS FOR DETAILS.

PROVIDE ADDITIONAL QUADLOGIC EQUIPMENT FORLEED C/W QUADLOGIC METER C/TS, CONDUITS,BACKBOXES & WIRING AS REQUIRED. ALLOW FORRE-PROGRAMMING AND COMMISSIONING OFQUADLOGIC METERING EQUIPMENT.

PROVIDE POWER CONNECTION FOR NEW ENERGYRECOVERY VINTILATOR ERV-1 C/W 40A/208V/3PBREAKER IN PANEL DP (MECHANICAL ROOM 601),TECK-3#8AWG+(CU)BOND, 60A/208V/3P WEATHERPROOF DISCONNECT.

1

2

3

GENERAL FIRE ALARM NOTES:

4

5

1 : 1001

PARTIAL ROOF POWER PLAN

1 : 1002

PARTIAL SECOND FLOOR POWER PLAN

ROOF AND SECONDLEVEL POWER PLAN

7195

09/30/2016 AG

QUEENSBOROUGH

COMMUNITY CENTRE

AIR CONDITION UNIT

REPLACEMENT

511 ROYAL AVE.NEW WESTMINSTER, BC

City of NEW WESTMINSTER

ISSUED FOR

NO. DATE DESCRIPTION

2016/10/07 ISSUED FOR 99% REVIEW ONLY

METRIC

THIS DRAWING AND ALL ASSOCIATED DOCUMENTS ARE AN INSTRUMENT OF SERVICE AND ARE, ANDWILL, AT ALL TIMES REMAIN EXCLUSIVE PROPERTY OF ACUMEN ENGINEERING LTD. ALL DESIGNS AND

OTHER INFORMATION SHOWN ON THIS DRAWING ARE FOR USE ONLY ON THE SPECIFIED PROJECT; ANDMAY BE USED ONLY FOR THE ISSUED PURPOSE AS STATED HEREIN. PAYMENT OF ALL SUMS DUE TO

ACUMEN ENGINEERING LTD. UP TO THE DATE OF THE INTENDED USE OF THIS DRAWING IS A CONDITIONPRECEDENT TO THE USE THEREOF. COPYRIGHT OF THIS DRAWING, ITS CONTENT AND DESIGN ARE

RESERVED BY ACUMEN ENGINEERING LTD. THE DRAWING AND THE INFORMATION CONTAINED HEREINSHALL NOT BE REPRODUCED IN WHOLE, OR IN PART, WITHOUT PRIOR WRITTEN PERMISSION FROM

ACUMEN ENGINEERING LTD.

650-2700 PRODUCTION WAY

BURNABY, BC V5A 4X1

PH.604.676.9545

ACUMENENGINEERING.CA

1.

11/1

8/20

16 2

:41:

44 P

M

E001

.DW

G

11/18/2016

E001

2016/11/17 ISSUED FOR TENDER ONLY2.

200

200A

200A, 120/208VMETERBASE

4" INCOMING

M

30A

STAGE

GYM OFFICE HALL

RANGE DW

100A 200A 200A 60A 100A 60A

PNLA

PNLB

PNLC

Existing 1200 Amp 120/208V 3Ø One Line DiagramN.T.S.

400A 120/208V SPLITTER

400A-3P

4 #

500

Cu

TEC

K

1200A-3P

M HYDRO C/T'S,P/T'S ANDMETERING

1200A 120/208V BUSSING (CALCULATED 22,561 SCA)

800A-3PJUNCTION BOX

CROWSNEST

PNLE

(3) 4" 4C#500SECONDARY

CALCULATED SCA=22,561 SCA

800A 120/208V BUSSING 18kAIC

100A-3P

4 #

1 A

CW

U

ADMIN.

PNLE

200A-3P

4 #

250

KC

M A

CW

UPOWER

PNLF

200A-3P

4 #

250

KC

M A

CW

U

PNLG

40A-3P

4 #

8 C

u TE

CK

ELEVATOR

LV

3(4

#30

0 C

u TE

CK

)

PANEL 'DP''

200A-3P

MECH

PNLH

175A-3P

3 #

2/0

Cu

TEC

K

ASHP1

4 #

250

KC

M A

CW

U

POWER

QQ Q Q QUADLOGICMETERING FORLEED'S. TYP.

50A-2P

3 #

6 C

u TE

CK

RANGE

50A-2P

3 #

6 C

u TE

CK

RANGE

Q

PANEL 'MDP''

35A FUSIBLEDISCONNECT

FURNACE

PNLD

100A-3P

4 #

1 A

l

SPARE

15A-3P

QUADLOGICMETERING PANEL

100A-3P

4 #

3 C

u TE

CK

RTU-1

Q NEW QUADLOGICMETER EQUIP.

100A WPDISCONNECT

40A-3P

4 #

8 C

u TE

CK

ERV-1

Q NEW QUADLOGICMETER EQUIP.

60A WPDISCONNECT

7195

09/30/2016 AG

QUEENSBOROUGH

COMMUNITY CENTRE

AIR CONDITION UNIT

REPLACEMENT

511 ROYAL AVE.NEW WESTMINSTER, BC

City of NEW WESTMINSTER

ISSUED FOR

NO. DATE DESCRIPTION

2016/10/07 ISSUED FOR 99% REVIEW ONLY

METRIC

THIS DRAWING AND ALL ASSOCIATED DOCUMENTS ARE AN INSTRUMENT OF SERVICE AND ARE, ANDWILL, AT ALL TIMES REMAIN EXCLUSIVE PROPERTY OF ACUMEN ENGINEERING LTD. ALL DESIGNS AND

OTHER INFORMATION SHOWN ON THIS DRAWING ARE FOR USE ONLY ON THE SPECIFIED PROJECT; ANDMAY BE USED ONLY FOR THE ISSUED PURPOSE AS STATED HEREIN. PAYMENT OF ALL SUMS DUE TO

ACUMEN ENGINEERING LTD. UP TO THE DATE OF THE INTENDED USE OF THIS DRAWING IS A CONDITIONPRECEDENT TO THE USE THEREOF. COPYRIGHT OF THIS DRAWING, ITS CONTENT AND DESIGN ARE

RESERVED BY ACUMEN ENGINEERING LTD. THE DRAWING AND THE INFORMATION CONTAINED HEREINSHALL NOT BE REPRODUCED IN WHOLE, OR IN PART, WITHOUT PRIOR WRITTEN PERMISSION FROM

ACUMEN ENGINEERING LTD.

650-2700 PRODUCTION WAY

BURNABY, BC V5A 4X1

PH.604.676.9545

ACUMENENGINEERING.CA

1.

11/1

8/20

16 2

:41:

57 P

M

E002

.DW

G

11/18/2016

E002

2016/11/17 ISSUED FOR TENDER ONLY2.

SINGLE LINEDIAGRAM

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 NOTIFYTHE ENGINEER 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 LAMACOID 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.

1.18 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.

1.19 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. 26 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. THIS APPLIESTO BUT IS NOT LIMITED TO ALL AND ANY ELECTRICAL PENETRATIONS ANDINSTALLATIONS 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.

2.08 MAXIMUM VOLTAGE DROP SHALL BE AS PER CODE REQUIREMENTS.

2.09 ALL CONDUITS, CABLES AND WIRES, ETC., TO BE RATED EITHER FT1 FORCOMBUSTIBLE BUILDINGS, FT4 FOR NON COMBUSTIBLE BUILDINGS AND FT6 FORPLENUM AND AS REQUIRED BY THE CODE.

2.10 ALL WIRE CONNECTIONS TO BE SECURELY FASTENED BY MEANS OF APPROVEDCONNECTORS.

2.11 ALL NON-CURRENT CARRYING METAL PARTS SHALL BE GROUNDED AND/OR BONDEDIN ACCORDANCE WITH THE CODE.

2.12 THE BUILDING STRUCTURAL STEEL SHALL BE BONDED TO THE GROUND SYSTEM.

2.13 OPENINGS IN ALL ELECTRICAL METAL BOXES SHALL BE PUNCHED OR CUT. BURNINGOF HOLES IS NOT PERMITTED.

2.14 INSTALL ALL CONDUITS, ETC. TO ACCOUNT FOR EXPANSION AND INSTALL APPROVEDEXPANSION JOINTS WHERE REQUIRED.

2.15 RACEWAYS SHALL BE EMT OR FLEXIBLE CONDUIT AS SHOWN ON THE DRAWINGS, ALLCONDUIT INSTALLED IN CONCRETE FLOOR SHALL BE RIGID P.V.C. OR RIGIDGALVANIZED STEEL CONDUIT c/w BOND CONDUCTOR.

2.16 EMT COUPLINGS AND CONNECTORS TO BE T & B STEEL, TAPE ALL JOINTS FOR ALLIN-SLAB INSTALLATIONS. STEEL SHALL BE USED ABOVE GRADE.

2.17 USE OF RUNNING THREADS IS NOT PERMITTED.

2.18 ALL CONDUITS MUST BE SECURELY FASTENED WITH APPROVED CLIPS AND SCREWSIN PARTITIONS AND CADDY CLIPS IN CEILING. NAILS ARE NOT ACCEPTED.

2.19 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.

2.20 CONDUITS MOUNTED EXPOSED UP TO 5'-0" A.F.F. SHALL BE RIGID STEEL GALVANIZEDSTANDARD WEIGHT WITH GALVANIZED THREADED COUPLINGS.

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.

2.22 ALL CONDUIT, CONDUCTORS, WIRES, ETC. TO BE LABELED IN INDELIBLE INK ATPANEL AND JUNCTION BOXES INDICATING DEVICE FED, PANEL NAME AND CIRCUITNUMBER

2.23 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 INDICATECIRCUITS SERVED AS PER FINAL WIRING CONNECTIONS. PANELS TO BE WITHBOLT-ON BREAKERS, MULTI-POLE BREAKERS TO HAVE COMMON TRIP (NO TIEHANDLE WILL BE ACCEPTED).

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

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.

3.08 CONTRACTOR TO PROVIDE SHOCK/FLASH PROTECTION MARKING ON ALLELECTRICAL EQUIPMENT AS PER C.E.C. RULE 2-306.

4.0 FIRE STOPPING OF SERVICE PENETRATION AND FIRE RESISTANT ASSEMBLIES

4.01 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.

4.02 "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.

4.03 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).

4.04 SERVICE PENETRATION AND FIRE STOPPING OF SERVICE PENETRATION IN FIRESEPARATION AND FIRE RATED ASSEMBLIES SHALL COMPLY WITH THE CURRENTBUILDING CODE.

4.05 PROVIDE FOR FIRE STOPS IN CONCEALED SPACES AS REQUIRED BY THE CURRENTBUILDING CODE.

4.06 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.

4.07.1 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.

5.0 FINAL ACCEPTANCE

5.01 SUBMIT TO THE ENGINEER UPON COMPLETION OF THE CONTRACT, ONE MARKED UPSET OF RECORD DRAWINGS AND ONE SET OF MAINTENANCE MANUALS FORDISTRIBUTION, PANELS, BREAKERS, AND FIRE ALARM EQUIPMENT.

5.02 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. ADECLARATION FORM SIGNED BY ELECTRICAL CONTRACTOR IS NOT ACCEPTABLE.

5.03 AFTER WORK IS COMPLETED, FURNISH TO OWNER A WRITTEN GUARANTEE THAT FORTWO YEARS FROM DATE OF ACCEPTANCE, ANY DEFECTS IN MATERIALS ORWORKMANSHIP WILL BE CORRECTED AT NO COST TO THE OWNER. SUBMIT COPY OFGUARANTEE TO ENGINEER.

5.04 SUBMIT COPIES OF FIRE ALARM VERIFICATION AND TESTING REPORT TO THEENGINEER PRIOR TO FINAL ACCEPTANCE. THESE MUST BE PROVIDED THREEWORKING DAYS BEFORE ENGINEERS FINAL OCCUPANCY REVIEW.

6.0 FIRE ALARM SYSTEM

6.01 FIRE ALARM SYSTEM IS EXISTING. MANUFACTURER IS NOTIFIER BY HONEYWELL.PROVIDE ADDITIONAL DEVICES, MODULES, WIRING, ROUGH-IN TO EXISTING FIREALARM SYSTEM AS REQUIRED. DUCT SMOKE DETECTOR(S) AND MODULES TO MATCHEXISTING. THIS INCLUDES, BUT IS NOT LIMITED TO ROUGH-INS, WIRING, ACTIVE ANDPASSIVE COMPONENTS, TESTING VERIFICATION AND CERTIFICATES.

6.02 THE FIRE ALARM SYSTEM SHALL COMPLY WITH ULC STANDARDS 524 AND THEAPPLICABLE CODES. VERIFICATION SHALL COMPLY WITH ULC STANDARDS 537.

6.03 FIRE ALARM WIRING SHALL BE MINIMUM #18 TYPE RW90 FOR DETECTION CIRCUITSAND MINIMUM #14 RW90 FOR NOTIFICATION CIRCUITS. ALL WIRING SHALL BE FREE

OF GROUNDS AND SHORTS. APPROVED FIRE ALARM CABLE CAN BE USED WITH FTRATING AS REQUIRED FOR PARTICULAR TYPE OF CONSTRUCTION.

6.04 ALL FIRE ALARM INTERLOCKS WITH OTHER EQUIPMENT (RECIRCULATING AIREQUIPMENT, AIR CONDITIONING UNIT(S), ETC.) AS SHOWN AND/OR REQUIRED SHALLBE TESTED AND CLEARLY INDICATED ON FIRE ALARM VERIFICATION REPORT. VERIFYALL REQUIRED INTERLOCKS AND SEQUENCE OF OPERATION WITH MECHANICALENGINEER BEFORE FINAL PROGRAMMING.

6.05 FIRE ALARM VERIFICATION REPORT AND CERTIFICATE OF VERIFICATION SHALL BESUBMITTED TO THE ELECTRICAL CONSULTANT FOR REVIEW AND APPROVAL.

6.06 THE FOLLOWING HAS TO BE MET IN ORDER FOR F.A. SYSTEM TO BE CONSIDEREDFOR ACCEPTANCE: F.A. SYSTEM IS INSTALLED AS PER ALL

a) F.A. SYSTEM IS INSTALLED AS PER ALL APPLICABLE CODES.b) F.A. SYSTEM IS INSTALLED AS PER THIS DRAWING AND SPECIFICATION.c) F.A. SYSTEM IS INSTALLED AS PER MANUFACTURER SPECIFICATIONS.d) FIRE ALARM VERIFICATION REPORT AND CERTIFICATION IS ACCEPTED AND

APPROVED BY AUTHORITY HAVING JURISDICTION AND THE ELECTRICALCONSULTANT.

e) VERIFICATION REPORT SHALL BE COMPLETE AND CERTIFICATE ISSUED ONLYWHEN FIRE ALARM SYSTEM HAS NO DEFICIENCIES.

f) CONFIRMATION OF THE REQUIRED MONITORING SHALL BE PART OF VERIFICATIONREPORT.

g) VERIFICATION REPORT SHALL INCLUDE IDENTIFIED SENSITIVITY REPORT (CAN/ULCS537)

6.07 NOT WITHSTANDING THE FIRE ALARM VERIFICATION REQUIREMENTS STATED INCONTRACT DOCUMENTS, CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATIONFROM LOCAL AUTHORITIES AND THE ELECTRICAL CONSULTANT THAT PROPOSEDVERIFICATION COMPANY IS APPROVED AND THEIR VERIFICATION WILL BE ACCEPTED.

7.0 SEISMIC RESTRAINTS

7.01

.1 PROVIDE ALL MATERIALS AND LABOUR NECESSARY TO SUPPLY AND INSTALL SEISMICRESTRAINTS FOR ALL ELECTRICAL EQUIPMENT, CONDUITS, RACEWAYS, BUS DUCTS,ETC. TO CONFORM 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 26 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:

$500,000.00 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.

7.02

.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 ANDSEISMIC ENGINEER.

.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

7.03

.1 PROVIDE SEISMIC RESTRAINTS INCLUDING ANCHOR BOLTS, SLACK CABLE BRACESAND MISCELLANEOUS 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 ABOVESHALL BE 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.

8.00 DIV. 26 EXCLUSIONS

8.01 THE FOLLOWING WORK IS EXCLUDED FROM DIV. 26 SCOPE OF WORK BUT HAS TO BE

DONE TO FACILITATE THE INSTALLATION OF ELECTRICAL SYSTEMS AND/OR ISAFFECTED BY ELECTRICAL INSTALLATIONS. THIS WORK HAS TO BE PERFORMEDUNDER THE DIRECTION OF OTHER RELEVANT PROFESSIONAL SUCH AS ANARCHITECT, MECHANICAL, CIVIL, BUILDING ENVELOPE, ETC, ENGINEER. THIS WORKSHALL BE PERFORMED UNDER OTHER RELEVANT SPECIFICATION SECTIONS (OTHERTHAN DIV. 26). CONTRACTOR SHALL COORDINATE DIV. 26 WORK WITH ALL OTHERRELEVANT WORK. FOR DIRECTIONS, GUIDANCE, SPECIFICATION REGARDING THISWORK, CONTRACTOR SHALL CONTACT RELEVANT PROFESSIONALS (NOTELECTRICAL).

9.02 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. 26 WORK.

10.00 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.

.12 ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, PATCHING ANDPAINT FOR ALL AREAS AFFECTED BY THE RENOVATION. FINAL FINISHES SHALL MATCHEXISTING AND IS SUBJECT TO FINAL APPROVAL BY THE CITY. SHOULD THE CITYASSESS THAT THE COLORS OR FINISHES DO NOT MATCH, THE CONTRACTOR WILL BEREQUIRED TO PAINT ENTIRE WALL AND/OR CEILING.

11.00 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. 26 SPECIFICATION

7195

09/30/2016 AG

QUEENSBOROUGH

COMMUNITY CENTRE

AIR CONDITION UNIT

REPLACEMENT

511 ROYAL AVE.NEW WESTMINSTER, BC

City of NEW WESTMINSTER

ISSUED FOR

NO. DATE DESCRIPTION

2016/10/07 ISSUED FOR 99% REVIEW ONLY

METRIC

THIS DRAWING AND ALL ASSOCIATED DOCUMENTS ARE AN INSTRUMENT OF SERVICE AND ARE, ANDWILL, AT ALL TIMES REMAIN EXCLUSIVE PROPERTY OF ACUMEN ENGINEERING LTD. ALL DESIGNS AND

OTHER INFORMATION SHOWN ON THIS DRAWING ARE FOR USE ONLY ON THE SPECIFIED PROJECT; ANDMAY BE USED ONLY FOR THE ISSUED PURPOSE AS STATED HEREIN. PAYMENT OF ALL SUMS DUE TO

ACUMEN ENGINEERING LTD. UP TO THE DATE OF THE INTENDED USE OF THIS DRAWING IS A CONDITIONPRECEDENT TO THE USE THEREOF. COPYRIGHT OF THIS DRAWING, ITS CONTENT AND DESIGN ARE

RESERVED BY ACUMEN ENGINEERING LTD. THE DRAWING AND THE INFORMATION CONTAINED HEREINSHALL NOT BE REPRODUCED IN WHOLE, OR IN PART, WITHOUT PRIOR WRITTEN PERMISSION FROM

ACUMEN ENGINEERING LTD.

650-2700 PRODUCTION WAY

BURNABY, BC V5A 4X1

PH.604.676.9545

ACUMENENGINEERING.CA

1.

11/1

8/20

16 2

:41:

51 P

M

E003

.DW

G

11/18/2016

E003

2016/11/17 ISSUED FOR TENDER ONLY2.

M-02

A

M-02

B

EXISTING ROOF FRAME PLANSHOWING NEW RTU LOCATIONSCALE N.T.S

#205 - 15272 CROYDON DRIVESURREY, B.C.CANADA V3Z 0Z5

TEL: (604) 535-7300FAX: (604) 535-7311EMAIL: [email protected]

PROJECT:

CLIENT:

DRAWING TITLE:

DRAWN

DESIGNED

CHECKED

DATE

SEAL

REV.

No.DATE

(D/ M/ Y) DESCRIPTION

COPYRIGHT INFORMATION:

1

COPYRIGHT RESERVED. THIS PLAN AND DESIGN ARE, AND AT ALLTIMES REMAIN THE EXCLUSIVE PROPERTY OF LUIZ LEON &ASSOCIATES LTD. CONSULTING STRUCTURAL ENGINEERS.

THIS DRAWING MUST NOT BE SCALED. THE GENERALCONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, ANDLEVELS PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTORSHALL REQUEST CLARIFICATION OF DISCREPANCIES AND NOTIFYTHE DESIGNER OF ANY ERRORS AND OMISSIONS ON THECONTRACT DOCUMENTS. FAILURE TO OBTAIN CLARIFICATIONRENDERS THE CONTRACTOR RESPONSIBLE FOR ANY RESULTINGIMPROPER WORK AND COST OF RECTIFICATION. VARIATIONS ANDMODIFICATIONS TO WORK SHOWN ON THIS DRAWING SHALL NOTBE CARRIED OUT WITHOUT PERMISSION FROM THE DESIGNER.THIS DRAWING CANNOT BE REPRODUCED WITHOUT THE CONSENTOF THE DESIGNER.

DRAWING NUMBER

19/09/2016 DRAWINGS ISSUED FOR BUILDINGPERMIT SUBMISSION

PROJECT

2 23/11/2016 DRAWINGS REVISED & RE-ISSUED FORBUILDING PERMIT SUBMISSION

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GENERAL NOTES 1. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS PRIOR TO CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES. THESE DRAWINGS ARE TO BE USED FOR CONSTRUCTING THE STRUCTURE ONLY. SEE DRAWINGS AND SPECIFICATIONS OF THE ARCHITECT, MECHANICAL, AND ELECTRICAL ENGINEERS AND OTHERS FOR ALL NON STRUCTURAL INFORMATION AND DETAILS. 2. ALL DIMENSIONS TO TAKE PRECEDENCE OVER THE SCALES ALL DIMENSIONS TO TAKE PRECEDENCE OVER THE SCALES SHOWN ON THE PLANS, SECTIONS, AND DETAILS. 3. COORDINATE WITH THE ARCHITECTURAL, MECHANICAL, AND COORDINATE WITH THE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWING FOR OPENINGS, SLOPES, CURBS, DRAINAGE AND WATERPROOFING, NAILERS AND INSERTS 4. NO STRUCTURAL CHANGES ARE ALLOWED WITHOUT THE WRITTEN NO STRUCTURAL CHANGES ARE ALLOWED WITHOUT THE WRITTEN APPROVAL OF LUIZ LEON & ASSOCIATES LTD. 5. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH THE 2012 ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH THE 2012 BRITISH COLUMBIA BUILDING CODE, CITY OF NEW WESTMINSTER BUILDING BY-LAWS AND W.C.B. RULES AND REGULATIONS. 6. DO NOT CONSTRUCT FROM THESE DRAWINGS UNLESS THEY ARE DO NOT CONSTRUCT FROM THESE DRAWINGS UNLESS THEY ARE MARKED "ISSUED FOR CONSTRUCTION". DO NOT SCALE DRAWINGS. 7. DO NOT IMPOSE CONSTRUCTION LOADS ON THE STRUCTURE IN DO NOT IMPOSE CONSTRUCTION LOADS ON THE STRUCTURE IN EXCESS OF THE SPECIFIED DESIGN LIVE LOADS MAY ONLY BE APPLIED WHEN CONCRETE REACHES ITS DESIGN STRENGTH. 8. DO NOT CUT OR DRILL ANY OPENINGS INTO STRUCTURAL DO NOT CUT OR DRILL ANY OPENINGS INTO STRUCTURAL MEMBERS WITHOUT OBTAINING WRITTEN PERMISSION FROM THE STRUCTURAL ENGINEERING.
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%%UINSPECTIONS
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1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS IN
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ADVANCE FOR INSPECTION AND APPROVAL OF THE FOLLOWING:
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A.
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B. RE-INSPECTIONS AS REQUIRED BY DEFICIENCIES IN
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PREVIOUS INSPECTIONS.
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DESIGN CRITERIA 1. ALL DESIGNS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE ALL DESIGNS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE 2012 BRITISH COLUMBIA BUILDING CODE, CITY OF NEW WESTMINSTER BUILDING BY-LAWS AND W.C.B. RULES AND REGULATIONS. PART 4 SEISMIC & WIND 2. DESIGN LOADS: DESIGN LOADS: LIVE LOAD Cb = 0.8 Is=1.15 ROOF Ss = 48.04 PSF Sr = 4.2 PSF S = 49.03 PSF LIVE LOAD RTU #1 LL = 1500 Lbs (AS PER PROVIDED SHOP DRAWINGS, YORK - MODEL #2F150N24D2B1BAA1A1) RTU #2 LL = 2500 Lbs (AS PER PROVIDED SHOP DRAWINGS TRANE - MODEL #YHH150) WIND LOAD Q ( ) = 7.1 PSF Q ( ) = 7.1 PSF 110) = 7.1 PSF Q ( ) = 9.2 PSF 150) = 9.2 PSF SEISMIC FACTORS Sa (0.2) =0.99 PGA = 0.49 Sa (0.2) =0.99 PGA = 0.49 Sa (0.5) = 0.66 Sa (1.0) = 0.33 Sa (2.0) = 0.17
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APPROVED JOIST HANGERS TO BE USED AT ALL FLUSH
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5.
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3.
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4.
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1.
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2.
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%%uTIMBER
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BEAMS
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JOISTS
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S.P.F. KD. OR D.FIR KD
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#2 AND BETTER U.N.O.
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CONNECTIONS.
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6.
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PLUMBING, WIRING AND HEATING HAS BEEN INSTALLED.
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BUT AFTER ALL FRAMING IS COMPLETE AND ALL ROUGH-IN
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WOOD FRAMING TO BE INSPECTED PRIOR TO COVER-UP
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S.P.F. KD. OR D.FIR KD
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#2 AND BETTER U.N.O.
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ALL TIMBER SHALL BE KILN DRIED WITH MAXIMUM MOISTURE CONTENT OF 19% PER B.C. HOUSING & HPO REQUIREMENTS AND TO BE OF THE FOLLOWING GRADES:
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ALL PRODUCTS STORED ON SITE SHALL BE PROTECTED FROM MOISTURE.
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ALL TIMBER FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH CAN/CSA-086-14
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ALL PLYWOOD TO BE SHEATHING GRADE TO CSA STANDARD O121-08 OR O151-09.
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ALL CONNECTIONS AND SUPPORT HANGERS TO BE ENGINEER APPROVED AND SUPPLIED BY THE BEAM AND JOIST MANUFACTURER.
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PROPOSED NEW RTU LOCATION
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DRAWING LIST S1 GENERAL NOTES & ROOF KEY PLAN GENERAL NOTES & ROOF KEY PLAN S2 R.T.U. #1 PARTIAL ROOF PLAN & DETAILS R.T.U. #1 PARTIAL ROOF PLAN & DETAILS S3 R.T.U. #2 PARTIAL ROOF PLAN & DETAILS R.T.U. #2 PARTIAL ROOF PLAN & DETAILS
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LEGEND M.L. = MICROLLAM 2.0E P.L. = PARALLAM 2.2E = PARALLAM 2.2E T.S. = TIMBERSTRAND 1.55E F.L. = FLUSH BEAM = FLUSH BEAM (D) = DROP BEAM HDR. = HEADER U.N.O. = UNLESS NOTED OTHERWISE B/U. = BUILT-UP D.S. = DRAG STRUT BLKG. = BLOCKING BM. = BEAM EXIST. = EXISTING = EXISTING COLUMN EXISTING COLUMN JOIST DIRECTION
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GENERAL NOTES AND ROOF KEY PLAN
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S1
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CITY OF NEW WESTMINSTER
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C.M
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SEPT 2016
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S.L
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2016-128
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NEW ROOF TOP UNIT QUEENSBOROUGH COMMUNITY CENTER 920 EWEN AVE, NEW WESTMINSTER BC
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L.G.L

R.T.U. #1 - PARTIAL ROOF FRAME PLANSCALE 1/4" = 1'-0"

#205 - 15272 CROYDON DRIVESURREY, B.C.CANADA V3Z 0Z5

TEL: (604) 535-7300FAX: (604) 535-7311EMAIL: [email protected]

PROJECT:

CLIENT:

DRAWING TITLE:

DRAWN

DESIGNED

CHECKED

DATE

SEAL

REV.

No.DATE

(D/ M/ Y) DESCRIPTION

COPYRIGHT INFORMATION:

1

COPYRIGHT RESERVED. THIS PLAN AND DESIGN ARE, AND AT ALLTIMES REMAIN THE EXCLUSIVE PROPERTY OF LUIZ LEON &ASSOCIATES LTD. CONSULTING STRUCTURAL ENGINEERS.

THIS DRAWING MUST NOT BE SCALED. THE GENERALCONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, ANDLEVELS PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTORSHALL REQUEST CLARIFICATION OF DISCREPANCIES AND NOTIFYTHE DESIGNER OF ANY ERRORS AND OMISSIONS ON THECONTRACT DOCUMENTS. FAILURE TO OBTAIN CLARIFICATIONRENDERS THE CONTRACTOR RESPONSIBLE FOR ANY RESULTINGIMPROPER WORK AND COST OF RECTIFICATION. VARIATIONS ANDMODIFICATIONS TO WORK SHOWN ON THIS DRAWING SHALL NOTBE CARRIED OUT WITHOUT PERMISSION FROM THE DESIGNER.THIS DRAWING CANNOT BE REPRODUCED WITHOUT THE CONSENTOF THE DESIGNER.

DRAWING NUMBER

19/09/2016 DRAWINGS ISSUED FOR BUILDINGPERMIT SUBMISSION

PROJECT

2 23/11/2016 DRAWINGS REVISED & RE-ISSUED FORBUILDING PERMIT SUBMISSION

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EXISTING 2-2x12@16" O/C ROOF JOISTS
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NEW 3-2x12
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NEW 3-2x12
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EXISTING BUILDING
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EXISTING ROOF BEAM
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1
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2
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EXIST. 2x12 @ 16" O/C ROOF JOISTS
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EXIST. ROOF BEAM
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EXISTING ROOF BEAM
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EXIST. COL.
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LOCATE NEW RTU #1 @ CENTER OF THE EXISTING 4 COLUMNS
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NEW 2-2x12 BLKG @ EDGE OF UNIT TYP.
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EXIST. ROOF BEAM
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EXISTING 5x13 12GLULAM BEAM (TO BE VERIFIED)
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EXISTING 5x13 12GLULAM BEAM (TO BE VERIFIED)
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NEW 2-2x12 BESIDE OPENING
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NOTE: PROVIDE CDI CUSTOM CURB ADAPTER AS SPECIFIED. NOTIFY L.L.A. FOR INSPECTION ONCE INSTALLED.
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EXISTING DECK TO BE REMOVED
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2
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-
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DECK DETAIL AROUND NEW OPENING
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1"=1'-0"
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R.T.U., SEE MECHANICAL DRAWINGS (MAX 1500 Lbs.)
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1
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ROOF REINFORCING DETAIL UNDER R.T.U. #1
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1"=1'-0"
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NEW ROOF TOP UNIT
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SEISMIC RESTRAINT CONNECTION BY MECHNICAL CONTRACTOR
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4- " THREADED RODS, 38" THREADED RODS, THREADED RODS, 1 AT EACH CORNER
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BUILT UP 2x6 TTD NAILED SEQUENTIALLY C/W 4 " SCREWS @ 8" O.C. STAGGERRED
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NEW BLOCKING BELOW NEW RTU SEE PLAN
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NEW BLOCKING BELOW NEW RTU SEE PLAN
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EXISTING ROOFING, MAKE GOOD
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CANT STRIP & WATERPROOF MEMBRANE BY OTHERS
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NEW BEAM TO SUPPORT RTU PERIMETER SEE PLAN
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NEW 2-2x12 ROOF BEAM AT PERIMETER OF RTU OPENINGS
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NEW BEAM TO SUPPORT RTU PERIMETER SEE PLAN
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EXIST. PLYWOOD ROOF DECK
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BUILT UP 2"x6" TREATED FIR CURB AS REQUIRED, NAILED SEQUENTIALLY C/W 4 " SCREWS @ 8" O.C. STAGGERRED
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4 - " THREADED RODS, 38" THREADED RODS, THREADED RODS, 1 AT EACH CORNER
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SEISMIC RESTRAINT CONNECTION BY MECHANICAL CONTRACTOR
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NEW R.T.U. (BY OTHERS) PERPENDICULAR TO EXISTING ROOF JOISTS
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EXISTING DECK TO BE REMOVED
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3
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DECK DETAIL UNDER NEW ERV UNIT #1
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1"=1'-0"
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NEW ROOF TOP UNIT
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SEISMIC RESTRAINT CONNECTION BY MECHNICAL CONTRACTOR
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4- " THREADED RODS, 38" THREADED RODS, THREADED RODS, 1 AT EACH CORNER
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BUILT UP 2x6 TTD NAILED SEQUENTIALLY C/W 4 " SCREWS @ 8" O.C. STAGGERRED
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2-2x12 OR 3-2x12 BASED ON ORIENTATION TO JOISTS
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S2
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CITY OF NEW WESTMINSTER
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C.M
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SEPT 2016
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S.L
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2016-128
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NEW ROOF TOP UNIT QUEENSBOROUGH COMMUNITY CENTER 920 EWEN AVE, NEW WESTMINSTER BC
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L.G.L
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R.T.U. #1 PARTIAL ROOF PLAN AND DETAILS

R.T.U. #2 PARTIAL ROOF FRAME PLANSCALE 1/4" = 1'-0"

#205 - 15272 CROYDON DRIVESURREY, B.C.CANADA V3Z 0Z5

TEL: (604) 535-7300FAX: (604) 535-7311EMAIL: [email protected]

PROJECT:

CLIENT:

DRAWING TITLE:

DRAWN

DESIGNED

CHECKED

DATE

SEAL

REV.

No.DATE

(D/ M/ Y) DESCRIPTION

COPYRIGHT INFORMATION:

1

COPYRIGHT RESERVED. THIS PLAN AND DESIGN ARE, AND AT ALLTIMES REMAIN THE EXCLUSIVE PROPERTY OF LUIZ LEON &ASSOCIATES LTD. CONSULTING STRUCTURAL ENGINEERS.

THIS DRAWING MUST NOT BE SCALED. THE GENERALCONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, ANDLEVELS PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTORSHALL REQUEST CLARIFICATION OF DISCREPANCIES AND NOTIFYTHE DESIGNER OF ANY ERRORS AND OMISSIONS ON THECONTRACT DOCUMENTS. FAILURE TO OBTAIN CLARIFICATIONRENDERS THE CONTRACTOR RESPONSIBLE FOR ANY RESULTINGIMPROPER WORK AND COST OF RECTIFICATION. VARIATIONS ANDMODIFICATIONS TO WORK SHOWN ON THIS DRAWING SHALL NOTBE CARRIED OUT WITHOUT PERMISSION FROM THE DESIGNER.THIS DRAWING CANNOT BE REPRODUCED WITHOUT THE CONSENTOF THE DESIGNER.

DRAWING NUMBER

19/09/2016 DRAWINGS ISSUED FOR BUILDINGPERMIT SUBMISSION

PROJECT

2 23/11/2016 DRAWINGS REVISED & RE-ISSUED FORBUILDING PERMIT SUBMISSION

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EXISTING 2-2x12@16" O/C ROOF JOISTS
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EXISTING 2x10@16" O/C ROOF JOISTS
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EXISTING 2x10@16" O/C ROOF JOISTS
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EXIST. ROOF BEAM
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EXISTING ROOF BEAM
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EXISTING ROOF BEAM
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EXISTING ROOF BEAM
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EXISTING ROOF BEAM
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EXISTING ROOF BEAM
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EXISTING ROOF BEAM
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EXIST. ROOF BEAM
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EXIST. ROOF BEAM
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EXISTING ROOF BEAM
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EXISTING ROOF BEAM
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EXISTING ROOF BEAM
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EXISTING ROOF BEAM
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EXISTING ROOF BEAM
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EXISTING ROOF BEAM
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EXISTING 2x10@16" O/C ROOF JOISTS
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EXISTING COLUMN
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EXISTING COLUMN
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NEW 3-2x12
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NEW 3-2x12
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EXISTING BUILDING
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EXISTING ROOF BEAM
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1
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2
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EXIST. 2x12 @ 16" O/C ROOF JOISTS
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EXIST. ROOF BEAM
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EXISTING ROOF BEAM
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EXIST. COL.
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EXIST. COL.
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LOCATE NEW RTU #2@ CENTER OF THE EXISTING 4 COLUMNS
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NEW 2-2x12 BLKG @ EDGE OF UNIT TYP.
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EXISTING 5x13 12GLULAM BEAM (TO BE VERIFIED)
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EXISTING 5x13 12GLULAM BEAM (TO BE VERIFIED)
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NEW 2-2x12 BESIDE OPENING
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NOTE: PROVIDE CDI CUSTOM CURB ADAPTER AS SPECIFIED. NOTIFY L.L.A. FOR INSPECTION ONCE INSTALLED.
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EXISTING DECK TO BE REMOVED
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2
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-
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DECK DETAIL AROUND NEW OPENING
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1"=1'-0"
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R.T.U., SEE MECHANICAL DRAWINGS (MAX 2600 Lbs.)
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1
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ROOF REINFORCING DETAIL UNDER R.T.U. #2
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1"=1'-0"
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NEW ROOF TOP UNIT
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SEISMIC RESTRAINT CONNECTION BY MECHNICAL CONTRACTOR
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4- " THREADED RODS, 38" THREADED RODS, THREADED RODS, 1 AT EACH CORNER
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BUILT UP 2x6 TTD NAILED SEQUENTIALLY C/W 4 " SCREWS @ 8" O.C. STAGGERRED
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NEW BLOCKING BELOW NEW RTU SEE PLAN
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NEW BLOCKING BELOW NEW RTU SEE PLAN
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EXISTING ROOFING, MAKE GOOD
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CANT STRIP & WATERPROOF MEMBRANE BY OTHERS
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NEW BEAM TO SUPPORT RTU PERIMETER SEE PLAN
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NEW 2-2x12 ROOF BEAM AT PERIMETER OF RTU OPENINGS
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NEW BEAM TO SUPPORT RTU PERIMETER SEE PLAN
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EXIST. PLYWOOD ROOF DECK
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BUILT UP 2"x6" TREATED FIR CURB AS REQUIRED, NAILED SEQUENTIALLY C/W 4 " SCREWS @ 8" O.C. STAGGERRED
AutoCAD SHX Text
4 - " THREADED RODS, 38" THREADED RODS, THREADED RODS, 1 AT EACH CORNER
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SEISMIC RESTRAINT CONNECTION BY MECHANICAL CONTRACTOR
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NEW R.T.U. (BY OTHERS) PERPENDICULAR TO EXISTING ROOF JOISTS
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EXISTING DECK TO BE REMOVED
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3
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-
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DECK DETAIL UNDER NEW ERV UNIT #2
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1"=1'-0"
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NEW ROOF TOP UNIT
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SEISMIC RESTRAINT CONNECTION BY MECHNICAL CONTRACTOR
AutoCAD SHX Text
4- " THREADED RODS, 38" THREADED RODS, THREADED RODS, 1 AT EACH CORNER
AutoCAD SHX Text
BUILT UP 2x6 TTD NAILED SEQUENTIALLY C/W 4 " SCREWS @ 8" O.C. STAGGERRED
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2-2x12 OR 3-2x12 BASED ON ORIENTATION TO JOISTS
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R.T.U. #2 PARTIAL ROOF PLAN AND DETAILS
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S3
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CITY OF NEW WESTMINSTER
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C.M
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SEPT 2016
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S.L
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2016-128
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NEW ROOF TOP UNIT QUEENSBOROUGH COMMUNITY CENTER 920 EWEN AVE, NEW WESTMINSTER BC
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L.G.L