PRELIMINARY APR 5/10

APR. 14/10PRELIMINARY

TENDER MAY 20/10

Examine the drawings carefully before commencing theWork. Report discrepancies, if any, to the Architect andobtain clarification or additional instructions beforeproceeding with that part of the Work.

Do not commence the Work unless the drawing isIssued for Construction

DRAWN BY:

PROJECT:

1

2

3

4

5

All plans, sketches, drawings, graphic representationsand specifications prepared by David Norman ArchitectInc. are instruments of service for carrying out a project.David Norman Architect Inc. retains copyright in theseplans, sketches, drawings, graphic representations andspecifications, which may not be used for any otherproject without the written consent of David NormanArchitect Inc.

DRAWING:

PROJECT NO.: DRAWING NO.:

CHECKED BY:

SCALE:DATE:

REVISIONSNO. DATE

MAR. 30, 2010

D. N.S. C.

2,3

74

61

31

,00

0 5,7

00

3,400

5,7

00

3,5

57

1,1

59

30

0

1,490 1,822

TURNOUT GEAR

UP

KEY PLANN.T.S.

AREA OF WORK

MAIN FLOOR PLAN

UP

NEW MEZZANINE FLOOR PLAN

GUARDRAIL TO BEREMOVED SHOWNDOTTED.

NEW HANDRAIL TOMATCH EXISTING. 4

T @

25

05

R @

18

1

6m CHECKERPLATELANDING INFILL.

P P

EXISTING EQUIPMENTRACKS

TRUCK BAY

NEW MEZZANINEABOVE.

EXIST. STEEL STAIR

UP

NEW HSS POST

300mm STEELPLANK FLOOR

STORAGEMEZZANINE

EXIST. DUCT

UP

TRUCK BAY

D1.3

EXIST. COLUMN

NEW W250 BEAM

D1.2

D1.1

INFILL AROUND DUCTWITH 6MM CHECKERPLATE AS REQ'D.

A1

MAIN FLOOR &MEZZANINE FLOORPLAN

1 : 50

1 EAST 6TH AVENUENEW WESTMINSTER, B.C.

FIREHALL #1MEZZANINE

N

1004

PRELIMINARY APR. 14/10

TENDER MAY 20/10

Examine the drawings carefully before commencing theWork. Report discrepancies, if any, to the Architect andobtain clarification or additional instructions beforeproceeding with that part of the Work.

Do not commence the Work unless the drawing isIssued for Construction

DRAWN BY:

PROJECT:

1

2

3

4

5

All plans, sketches, drawings, graphic representationsand specifications prepared by David Norman ArchitectInc. are instruments of service for carrying out a project.David Norman Architect Inc. retains copyright in theseplans, sketches, drawings, graphic representations andspecifications, which may not be used for any otherproject without the written consent of David NormanArchitect Inc.

DRAWING:

PROJECT NO.: DRAWING NO.:

CHECKED BY:

SCALE:DATE:

REVISIONSNO. DATE

MAR. 30, 2010

D. N.S. C.

P

TRUCK BAY

NEW 1'x4' LUMINAIRES

EXIST. STEEL STAIR

NEW HSS POST

NOTE:PROVIDE NEW SPRINKLER HEADS ATUNDERSIDE OF NEW MEZZANINE INACCORDANCE WITH NFPA-13, RECENTEDITION, & IN ACCORDANCE WITHCITY REQUIREMENTS.

NEW STEEL BEAMS

NOTE:RELOCATE EXISTING METHANEDETECTOR IN DUCT TO JUSTBELOW MEZZANINE DECK.

UNDERSIDE OF NEW STEELMEZZANINE DECK.

D1.2

D1.1

A2

MAIN FLOORREFLECTEDCEILING PLAN

1 : 50

1 EAST 6TH AVENUENEW WESTMINSTER, B.C.

FIREHALL #1MEZZANINE

N

1004

PRELIMINARY APR. 14/10

TENDER MAY 20/10

Examine the drawings carefully before commencing theWork. Report discrepancies, if any, to the Architect andobtain clarification or additional instructions beforeproceeding with that part of the Work.

Do not commence the Work unless the drawing isIssued for Construction

DRAWN BY:

PROJECT:

1

2

3

4

5

All plans, sketches, drawings, graphic representationsand specifications prepared by David Norman ArchitectInc. are instruments of service for carrying out a project.David Norman Architect Inc. retains copyright in theseplans, sketches, drawings, graphic representations andspecifications, which may not be used for any otherproject without the written consent of David NormanArchitect Inc.

DRAWING:

PROJECT NO.: DRAWING NO.:

CHECKED BY:

SCALE:DATE:

REVISIONSNO. DATE

MAR. 30, 2010

D. N.S. C.

2,6

20

OP

EN

ING

BE

YO

ND

1,8

00

900 MAX. 900 900

PERFORATED METAL GUARDRAIL

NEW MEZZ. & STAIR EXISTING STAIR LANDING

PIPE RAIL

REV.

C250 STEELSTRINGERS

NEW 76X76HSS POST

2.700

W250 BEAM

STEEL SADDLE(SEE STRUC.)

CONCRETE WALL

1.800

T/O MEZZ. DECK

W200 BEAMS BEHIND

EXISTING ST. COLUMND1.1

D1.2

MEZZANINEELEVATION

AS NOTED

1 EAST 6TH AVENUENEW WESTMINSTER, B.C.

FIREHALL #1

A31004

TURNOUT GEAR

UP

MAIN FLOOR PLAN

UP

NEW MEZZANINE FLOOR PLAN

4T @

250

5R @

181

P P

EQUIPMENT RACKS

TRUCK BAY

NEW MEZZANINEABOVE.

EXIST. STEEL STAIR

UP

STORAGEMEZZANINE

EXIST. DUCT

UP

TRUCK BAY

APPROXIMATE LOCATION OF EXISTING FIREDETECTOR ON CEILING ABOVE STAIRS. EXTEND13mm SURFACE MOUNTED EMT CONDUIT TO NEWDEVICES AS SHOWN. PAINT CONDUIT WHITE TOMATCH EXISTING DECOR.

NEW SURFACE MOUNTED FIRE ALARM SMOKEDETECTOR TIED TO EXISTING ZONE.

EXISTING FIXTURE TO REMAIN.PICK UP AND EXTEND NEWCONDUIT AND WIRING ASREQUIRED.

NEW SUSPENDED (2) T-8 LAMP 4'-0"INDUSTRICAL FLUORESCENT WITH WIREGUARD MOUNTED TO UNDERSIDE OFDECKING. NEW FIXTURE TO MATCHEXISTING. WIRE TO EXISTING CIRCUITAND CONTROLS AS REQUIRED. TYPICALOF 2.

EXISTING SURFACE CEILING MOUNTEDFIXTURES TO REMAIN. TYPICAL.

EXISTING SURFACE MOUNTED GAS DETECTORON MECHANICAL DUCT WITH SURFACEMOUNTED BX WIRING FROM BELOW. RELOCATEBELOW NEW MEZZANINE FLOOR AS REQUIRED.ANY EXISTING HOLES FOR BX STRAPPING SHALLBE SEALED USING APPROVED METHOD.

Part of Lot 86, Suburban Block 13, Plan 24862 NWD

1 EAST SIXTH AVENUE,NEW WESTMINSTER, B.C.

Legal Description

Civic Address KEY PLANN.T.S.

AREA OF WORK

E1

FLOOR PLANS

1:50

100% REVIEW

DRAWING NO.:

PROJECT:

CHECKED BY:

PROJECT NO.:

SCALE:

DRAWING:

Examine the drawings carefully beforecommencing the Work. Reportdiscrepancies, if any, to the Architect andobtain clarification or additional instructionsbefore proceeding with that part of the Work.Do not commence the Work unless thedrawing is Issued for Construction

All plans, sketches, drawings, graphicrepresentations and specifications preparedby David Norman Architect Inc. areinstruments of service for carrying out aproject. David Norman Architect Inc. retainscopyright in these plans, sketches, drawings,graphic representations and specifications,which may not be used for any other projectwithout the written consent of David NormanArchitect Inc.

DRAWN BY:

DATE:

1

2

3

4

5

REVISIONSNO. DATE

MAY 11/10

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

3455 AINTREE DRIVE 604.984.0166T604.984.0169FNORTH VANCOUVER, B.C.

David Norman inc.ARCHITECT

PERMIT AND TENDER MAY 14/10

1.0 GENERAL PROVISIONS.01 THE GENERAL CONDITIONS OF THE CONTRACT SHALL FORM AN INTEGRAL PART OF THE

SPECIFICATION..02 PROVIDE ALL LABOUR AND MATERIALS NECESSARY FOR COMPLETE AND OPERATING SYSTEMS

AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. ANY WORK, AND MATERIAL, EVEN IFNOT SHOWN OR SPECIFIED, WHICH IS OBVIOUSLY NECESSARY OR REASONABLY IMPLIED TOCOMPLETE THE WORK, SHALL BE PROVIDED AS IF IT WAS BOTH SHOWN, AND SPECIFIED.

.03 ALL ELECTRICAL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE NATIONALBUILDING CODE, ELECTRICAL SAFETY ACT OF THE PROVINCE OF BRITISH COLUMBIA, CURRENTPURSUANT REGULATION (B.C. ELECTRICAL CODE REGULATION, ELECTRICAL SAFETYBULLETINS, ETC.), TO THE SATISFACTION OF THE LOCAL INSPECTION AUTHORITY HAVINGJURISDICTION AND TO THE APPROVAL OF THE CONSULTANT.

.04 WHERE, IN THE FOLLOWING CLAUSES OF THE SPECIFICATION, REFERENCE IS MADE TO THE"CANADIAN ELECTRICAL CODE", IT SHALL REFER TO THE CURRENT EDITIONS OF THE NATIONALBUILDING CODE, ELECTRICAL SAFETY ACT AND REGULATIONS AS STATED ABOVE.

.05 THE CONTRACTOR SHALL VISIT THE SITE AND ASCERTAIN CONDITIONS AFFECTING THE WORKPRIOR TO SUBMITTING A TENDER QUOTE. REFER TO TENDER DOCUMENTS FOR SCHEDULEDDATE AND TIME. NO EXTRAS FOR WORK WILL BE PAID UNLESS AUTHORIZED BY THEARCHITECT OR OWNER.

.06 ALL WORK SHALL CONFORM TO THE CURRENT EDITION OF THE CANADIAN ELECTRICAL CODE,BUILDING CODE, NATIONAL BUILDING CODE AND LOCAL, MUNICIPAL AND PROVINCIAL CODES,BY-LAWS AND REGULATIONS.

.07 THE CONTRACTOR SHALL APPLY FOR ALL PERMITS, SERVICES, AND INSPECTIONS, AND PAYFOR ALL FEES TO THE AUTHORITIES HAVING JURISDICTION. INCLUDE ALL COSTS IN TENDERQUOTE.

.08 OBTAIN APPROVALS FROM THE ELECTRICAL INSPECTION AUTHORITY AND NOTIFY THECONSULTANT OF ANY CHANGES REQUESTED IN THE DESIGN PLANS AND SPECIFICATIONS BYTHE LOCAL INSPECTION AUTHORITY. INCLUDE ALL COSTS TO ACCOMMODATE THESECHANGES IN TENDER QUOTE.

.09 CHECK DRAWINGS AND SPECIFICATIONS FOR ERRORS, OMISSIONS AND CONFORMITY WITHAPPLICABLE REGULATIONS PRIOR TO TENDER SUBMISSION. REPORT DISCREPANCIES TOCONSULTANT PRIOR TO TENDER CLOSING, OR INCLUDE ALLOWANCE IN TENDER PRICE TOCOVER COST OF REQUIRED CORRECTION. WHERE DOUBT EXISTS AS TO THE MEANING TO THEDRAWINGS OR SPECIFICATIONS, OBTAIN CLARIFICATION PRIOR TO TENDER SUBMISSION ORBASE TENDER PRICE ON MOST EXPENSIVE INTERPRETATION OF DISCREPANCY.

.10 ALL WORK SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE CONSULTANT. IN THE EVENTA REQUESTED FINAL REVIEW REVEALS DEFICIENCIES, THE CONTRACTOR SHALL TAKE ALLREASONABLE STEPS TO COMPLETE ALL DEFICIENCIES PRIOR TO THE SUBSEQUENT REVISITAND DEFICIENCY REVIEW BY THE CONSULTANT. WHERE THE CONTRACTOR HAS NOTCOMPLETED ALL DEFICIENCIES, AND THE CONSULTANT IS REQUESTED TO ATTEND THE SITEFOR DEFICIENCY SIGN OFF, THE CONTRACTOR SHALL BE LIABLE TO THE CONSULTANT'S FORTHE COSTS OF THE REVIEW AT NORMAL HOURLY RATES, PLUS REIMBURSABLE EXPENSES ANDTHE COST OF AN ADDITIONAL REVIEW WHICH MAY BE REQUIRED AT DEFICIENCY COMPLETION.

.11 THE CONTRACTOR SHALL SUPPLY, INSTALL, WIRE AND CONNECT ALL EQUIPMENT ASSPECIFIED, SHOWN AND/OR AS REQUIRED FOR A COMPLETE AND OPERATIONAL INSTALLATION.

.12 SHOP DRAWINGS FOR ELECTRICAL EQUIPMENT AND FIXTURES SHALL BE SUBMITTED FORREVIEW BY CONSULTANT PRIOR TO MANUFACTURER OR INSTALLATION. CORRECTIONS ORCOMMENTS MADE ON THE SHOP DRAWINGS DURING THIS REVIEW DO NOT RELIEVE THECONTRACTOR FROM COMPLIANCE WITH REQUIREMENTS OF THE DRAWINGS ANDSPECIFICATIONS. THIS REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPTOF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THECONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR:CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS; SELECTING FABRICATIONPROCESSES AND TECHNIQUES OF CONSTRUCTION; COORDINATING ALL WORK WITH THAT OFALL OTHER TRADES AND PERFORMING ALL WORK IN A SAFE AND SATISFACTORY MANNER.

.13 INCLUDE ALL FEDERAL, PROVINCIAL AND MUNICIPAL TAXES FOR THE WORK IN THE TENDERPRICE.

.14 ALL ELECTRICAL MATERIAL AND/OR EQUIPMENT SUPPLIED BY ANY CONTRACTOR ORSUBCONTRACTOR FOR INSTALLATION ON THIS PROJECT MUST BEAR EVIDENCE OFCERTIFICATION BY AUTHORIZED ORGANIZATION (E.G. CSA, WARNOCK HERSEY) OR SPECIALCERTIFICATION ACCEPTABLE TO THE CHIEF INSPECTOR OF ELECTRICAL ENERGY FOR THEPROVINCE OF BRITISH COLUMBIA.

.15 ALL ELECTRICAL EQUIPMENT MOUNTED OR CONNECTED SHALL BE IDENTIFIED BY MEANS OFBLACK LAMACOID LABELS C/W MINIMUM 3/8" WHITE LETTERING.

.16 CLEAN ALL EQUIPMENT DURING CONSTRUCTION AND THOROUGHLY CLEAN ON COMPLETIONOF THE CONTRACT.

.17 REMOVE ALL SURPLUS MATERIALS, CUTTINGS, PACKAGING AND DEBRIS FROM THE SITEDURING THE PROGRESS AND AT FINAL COMPLETION OF THE WORK.

.18 THE OWNER RESERVES THE RIGHT OF TRIAL OR TEMPORARY USAGE PRIOR TO ACCEPTING THEINSTALLATION.

19 EXECUTE ALL WORK IN A PROFESSIONAL, WORKMANLIKE MANNER, TO PRESENT A NEATMECHANICAL APPEARANCE.

.20 ONLY QUALIFIED WORKMEN SHALL BE EMPLOYED ON THIS CONTRACT. SUPERVISION SHALLBE BY JOURNEYMEN ELECTRICIANS AND WORK CARRIED OUT BY JOURNEYMEN AND/ORREGISTERED APPRENTICES ONLY.

.21 CO-ORDINATE WITH ALL OTHER TRADES AND ARRANGE EQUIPMENT IN PROPER RELATIONWITH OTHER APPARATUS, DUCTS, PIPES, ETC., AND WITH BUILDING CONSTRUCTIONARCHITECTURAL FINISHES, AND DECOR.

.22 SUPPLY AND INSTALL ALL DRILLING, CORE DRILLING, WEATHERPROOFING, SEALING,SETTING OF INSERTS FIXTURE BACKING, PANEL AND DISTRIBUTION BACKBOARDS.CO-ORDINATE ALL CUTTING, PATCHING, EXCAVATION, BACKFILLING AND CONCRETE FORTHE CARRYING OUT OF THE WORK. INCLUDE ALL COSTS IN TENDER PRICE.

.23 ALL RECEPTACLE COVER PLATES, SWITCH COVER PLATES AND EXHAUST FAN SWITCHCOVERS SHALL BE C/W DYNOTAPE LABELS INDICATING PANEL NAME AND CIRCUIT.

.24 ANY ELECTRICAL AND COMMUNICATION WORK CARRIED OUT ON BEHALF OF, OR BY,OTHERCONTRACTORS SHALL BE IN ACCORDANCE WITH THE REGULATIONS OF THE CANADIANELECTRICAL CODE AND THE APPLICABLE CLAUSES OF THIS SPECIFICATION.

.25 IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALLSUBCONTRACTORS AND SUPPLIERS OF ELECTRICAL EQUIPMENT OBSERVE THEAPPLICABLE CLAUSES OF THE ELECTRICAL SPECIFICATIONS.

.26 IN CASE OF DIFFERENCES BETWEEN CONTRACTORS REGARDING EXTENT OF WORKRESPONSIBILITIES, SUCH MATTERS SHALL BE REFERRED TO THE CONSULTANT. SHOULDANY DISCREPANCY BETWEEN THE SPECIFICATION AND DRAWINGS LEAVE THECONTRACTOR IN DOUBT AS TO THE TRUE INTENT AND MEANING, A RULING SHALL BEOBTAINED FROM THE CONSULTANT BEFORE THE TENDER IS SUBMITTED. IF THIS IS NOTDONE IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE MOREEXPENSIVE ALTERNATE HAS BEEN INCLUDED.

.27 UNLESS OTHERWISE NOTED ON THE PLANS OR SPECIFICATIONS, SUBSTITUTIONS MAY BEALLOWED BY THE CONSULTANT, WHEN REQUESTED BY THE CONTRACTOR OR BYEQUIPMENT SUPPLIERS, FOR ITEMS SPECIFIED BY MANUFACTURER AND CATALOGUENUMBER. REQUESTS FOR REVIEW OF SUCH SUBSTITUTIONS SHALL BE SUBMITTED ATLEAST TEN WORKING DAYS PRIOR TO THE TENDER DATE.FACSIMILE TRANSMISSION OF SUBSTITUTION DRAWINGS AND/OR SPECIFICATIONS WILLNOT BE ACCEPTED.

.28 CONTRACTOR SHALL SUBMIT TO CONSULTANT FOR REVIEW AND APPROVAL A DETAILEDBREAKDOWN OF MATERIAL AND LABOR COSTS TO PERMIT A REVIEW OF PROGRESS CLAIMSUBMISSIONS IN ACCORDANCE WITH PROVINCIAL LIEN LEGISLATION. FAILURE TO SUBMITTHIS BREAKDOWN WILL AFFECT THE REVIEW PROCESS AND MAY DELAY PAYMENT.

.29 THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIAL COVERED IN THISCONTRACT FOR A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIALPERFORMANCE OF THE CONTRACT. THIS IS IN ADDITION TO ANY MANUFACTURER'SWARRANTY PROVIDED FOR SUPPLY OF MATERIALS AND EQUIPMENT.

.30 ALL WIRING SHALL BE COPPER, MINIMUM #12, LOOMEX WILL NOT BE PERMITTED.

2.0 RENOVATION AREA SPECIFICATIONS.01 CONTRACTOR IS TO ENSURE THAT A MINIMUM OF DISRUPTION OCCURS TO THE OWNERS

PRIMARY BUSINESS DURING THEIR NORMAL HOURS OF OPERATION. THIS MAY INVOLVETHE CONTRACTORS WORK BEING PERFORMED ON EVENINGS, WEEKENDS, AND/ORHOLIDAYS. THE CONTRACTOR SHALL INCLUDE ALL COSTS OF THIS PROVISION IN THEIRBASE TENDER QUOTE. NO ALLOWANCE WILL BE SUBSEQUENTLY BE MADE FOR FAILURETO INCLUDE THESE COSTS IN BASE TENDER QUOTE.

.02 CONTRACTOR SHALL REWIRE, EXTEND WIRES, CONDUITS, ETC. OR INSTALL NEW FOR ANYRELOCATED ELECTRICAL DEVICES AS SHOWN ON THE DRAWINGS AND/OR AS REQUIRED.

.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 ISCOMPLETE AND BE ACCEPTED BY THE CONSULTANT AND OWNER.

.05 ALL REMOVED AND UNUSED ELECTRICAL DEVICES FROM THE RENOVATED AREAS SHALLBE TURNED OVER TO OWNER UNLESS OTHERWISE NOTED. INTERM STORAGE LOCATIONOF THESE DEVICES SHALL BE COORDINATED WITH THE OWNER AND STORED SECURELYTO PREVENT DAMAGE.

.06 CONTRACTOR SHALL RELOCATE, REWIRE, OR REROUTE ALL WIRING WHICH PASSESTHROUGHRENOVATED AREAS TO ENSURE PROPER OPERATION OF ALL ELECTRICAL SYSTEMSOUTSIDE OFRENOVATED AREAS.

.07 ANY FIXTURES, WIRING DEVICES, ETC. DAMAGED DURING AND AFTER REMOVAL SHALL BEREPLACED 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.) DURING THEEXECUTION 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.

EXISTING ELECTRICAL EQUIPMENT TO BE REMOVED AND TURNED OVER TO THE OWNER OR AS DIRECTED BY ENGINEER. REMOVE, BLANK OFF, EXTEND OR RELOCATE ALL

EXISTING ELECTRICAL EQUIPMENT TO BEREMOVED AND RE-INSTALLED OR RELOCATED AS SHOWN UPON COMPLETION OF NEW CEILING OR WALL FINISH. REWIRE OR EXTEND

EXISTING ELECTRICAL EQUIPMENT TO REMAIN IN IT'S PRESENT LOCATION. REWIRE OR

EXISTING ELECTRICAL EQUIPMENT TO BE REMOVED. RE-INSTALL ALL NEW EQUIPMENT AS SHOWN. REWIRE OR EXTEND WIRING AS

EXISTING ELECTRICAL EQUIPMENT TO BE REMOVED AND RE-INSTALLED IN SAME LOCATION ONCE ALL OTHER WORK IS

CONTRACTOR IS RESPONSIBLE FOR REMOVING, REROUTING OR EXTENDING ANY WIRING OR ELECTRICAL EQUIPMENT TO SUIT THE NEW INSTALLATION. NO EXTRAS WILL BE ALLOWED FOR FAILURE TO DO SO.

Renovation Legend

ASSOCIATED WIRING AND MAKE SAFE.

WIRING AS REQUIRED.

EXTEND WIRING AS REQUIRED.

COMPLETED.

CONTRACTOR TO PROVIDE IVORY, BROWN OR STAINLESS STEEL PLUG, TELEPHONE OR SWITCH COVERS AS DIRECTED BY ARCHITECT OR OWNER.

NOTES:

1. ALL NEW FIRE ALARM DEVICES TO BE FULLYCOMPATIBLE WITH EXISTING FIRE ALARM PANEL.PROVIDE ALL NECESSARY FIRE ALARM COMPONENTSTO ACCOMMODATE EXPANSION AS REQUIRED.

2. PICK UP AND EXTEND FIRE ALARM WIRING FROMNEAREST AVAILABLE FIRE ALARM DEVICE AS REQUIRED.

3. SURFACE MOUNTED CONDUIT OR RACEWAY SHALL BEUTILIZED FOR ALL AREAS AND SHALL BE PAINTED TOMATCH CEILING.

4. FIRE ALARM SYSTEM SHALL REMAIN FULLYOPERATIONAL DURING RENOVATION. SHOULD THESYSTEM BE SHUT DOWN DURING BUSINESS HOURSFOR ANY REASON, NOTIFY ACUMEN ENGINEERINGIMMEDIATELY. FOR EXTENDED PERIODS, FIRE WATCHMAY HAVE TO BE IMPLEMENTED FOR ALL DEACTIVATEDAREAS.

5. EXISTING FIRE ALARM SYSTEM IS CURRENTLYMONITORED BY AN OUTSIDE SOURCE. PROVIDE FULLCOORDINATION WITH MONITORING COMPANY PRIORTO ANY WORK. FIRE ALARM SYSTEM SHALL BE FULLYOPERATIONAL AND MONITORED AFTER HOURS DAILYPRIOR TO LEAVING SITE.

6. NOTIFY ACUMEN ENGINEERING PRIOR TO TESTING OFANY FIRE ALARM BELLS OR VISUAL DEVICES SOCONSULTANT CAN COORDINATE WITH CITY.

7. NOTIFY ACUMEN ENGINEERING ON SCHEDULED FINALFIRE ALARM VERIFICATION TO COORDINATE BETWEENPARTIES. VERIFICATION SHALL BE WITNESSED BYCONSULTANT, FIRE AND BUILDING DEPARTMENTS FORALL NEW DEVICES. FIRE AND BUILDING DEPARTMENTMAY REQUEST TESTING OF RANDOM DEVICESANYWHERE IN THE BUILDING OF THEIR CHOOSING. E2

SPECIFICATIONS

1:50

100% REVIEW

DRAWING NO.:

PROJECT:

CHECKED BY:

PROJECT NO.:

SCALE:

DRAWING:

Examine the drawings carefully beforecommencing the Work. Reportdiscrepancies, if any, to the Architect andobtain clarification or additional instructionsbefore proceeding with that part of the Work.Do not commence the Work unless thedrawing is Issued for Construction

All plans, sketches, drawings, graphicrepresentations and specifications preparedby David Norman Architect Inc. areinstruments of service for carrying out aproject. David Norman Architect Inc. retainscopyright in these plans, sketches, drawings,graphic representations and specifications,which may not be used for any other projectwithout the written consent of David NormanArchitect Inc.

DRAWN BY:

DATE:

1

2

3

4

5

REVISIONSNO. DATE

MAY 11/10

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

3455 AINTREE DRIVE 604.984.0166T604.984.0169FNORTH VANCOUVER, B.C.

David Norman inc.ARCHITECT

PERMIT AND TENDER MAY 14/10

3.0 FIRESTOPPING.01 ALL ELECTRICAL WIRES, CABLES, NONCOMBUSTIBLE RACEWAYS, OUTLET BOXES AND OTHER

SIMILAR SERVICES THAT PENETRATE FIREWALL, FIRE SEPARATION OR ASSEMBLY REQUIRED TOHAVE A FIRE RESISTANCE RATING OR FIRE SEPARATION, SHALL BE SEALED BY FIRE STOPSYSTEM WHICH HAS AN "F" AND/OR "FT" RATING NOT LESS THAN REQUIRED FIRE PROTECTIONRATING OF FIRE SEPARATION.

.02 "F" AND "FT" RATINGS SHALL BE DETERMINED BY FIRE TEST METHOD AS DETAILED IN CAN4-S115-M "STANDARD METHOD OF FIRE TESTS OF FIRE STOP SYSTEMS". REFER TO RELEVANTSECTIONS OF THE NATIONAL BUILDING CODE.

.03 CONTRACTOR SHALL ONLY USE LISTED MATERIALS AND METHODS AS LISTED AND INDICATED INULC LIST OF EQUIPMENT AND MATERIALS, VOLUME 2, BUILDING CONSTRUCTION" (NO. 40U18FIRE SEPARATION).

.04 SERVICE PENETRATION AND FIRE STOPPING OF SERVICE PENETRATION IN FIRE SEPARATIONAND FIRE RATED ASSEMBLIES SHALL COMPLY WITH RELEVANT SECTIONS OF THE NATIONALBUILDING CODE.

.05 PROVIDE FIRE STOPS IN CONCEALED SPACES AS REQUIRED AS PER RELEVANT SECTIONS OFTHENATIONAL BUILDING CODE. FIRE STOPPING MATERIAL SHALL BE USED TO SEAL ANYPENETRATION OF COMPARTMENT SEPARATION IN CONCEALED SPACES.

4.0 SEISMIC RESTRAINTS:.01 PROVIDE ALL MATERIALS AND LABOUR NECESSARY TO SUPPLY AND INSTALL SEISMIC

RESTRAINTS AND ANCHORAGE FOR ALL ELECTRICAL EQUIPMENT, LIGHT FIXTURES, BATTERYPACKS, CONDUITS, RACEWAYS, BUSS DUCTS, ETC. TO CONFORM WITH NATIONAL BUILDINGCODE AND ALL OTHER APPLICABLE REGULATIONS.

.02 CONTRACTOR SHALL RETAIN AND PAY FOR SEISMIC ENGINEER TO DESIGN AND INSPECT THESEISMIC RESTRAINTS OF THE ELECTRICAL SYSTEM COMPONENTS COVERED UNDER DIVISION 16FOR THIS CONTRACT.

.03 THE SEISMIC ENGINEER RETAINED BY CONTRACTOR SHALL PROVIDE THE FOLLOWING:- SIGNED AND SEALED LETTERS OF ASSURANCE OF PROFESSIONAL DESIGN AND

COMMITMENT FOR FIELD REVIEW AND SUMMARY OF DESIGN AND FIELD REVIEW ASREQUIRED BY THE CODE.

- 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.- SUBSTANTIAL COMPLETION WILL NOT BE CONSIDERED WITHOUT THE SUBMISSION OF THE

ABOVE DOCUMENTS..04 ALL THE ABOVE DOCUMENTS SHALL BE SUBMITTED TO THE CONSULTANT FOR FURTHER

DISTRIBUTION AND FILES..05 IMMEDIATELY AFTER CONTRACT AWARD, CONTRACTOR SHALL SEND A LETTER TO THE

ELECTRICAL ENGINEER CONFIRMING RETAINMENT OF SEISMIC ENGINEER FOR THE SERVICES ASDESCRIBED IN THIS SPECIFICATION.

.06 SEISMIC ENGINEER SHALL BE A REGISTERED PROFESSIONAL ENGINEER IN THE ASSOCIATION OFPROFESSIONAL ENGINEERS AND GEOSCIENTISTS OF BRITISH COLUMBIA, AND SHALL HAVE AMINIMUM OF 2 YEARS EXPERIENCE IN THIS FIELD.

.07 SEISMIC ENGINEER SHALL HAVE ENGINEER'S PROFESSIONAL LIABILITY INSURANCE, MINIMUM ASFOLLOWS:- $500,00.00 EACH LOSS- $1,000,000.00 PER POLICY PERMIT.

.08 THE CONTRACTOR SHALL CO-OPERATE WITH THE SEISMIC ENGINEER AND SHALL PROMPTLYSUPPLY SUCH INFORMATION, INCLUDING WEIGHTS OF EQUIPMENT AND BASE FRAME ORMOUNTING PLATE LAYOUTS, AS REQUESTED BY THE SEISMIC ENGINEER NECESSARY TOSUPPORT THE DESIGN AND DETAILS FOR SEISMIC RESTRAINT.

.09 THE CONTRACTOR WILL NOT BE ENTITLED TO ANY ADDITIONAL COMPENSATION ARISING FROMTHE TECHNICAL DIRECTION PROVIDED BY THE SEISMIC ENGINEER FOR SEISMIC RESTRAINT ANDANCHORAGE OF THE ELECTRICAL SYSTEMS.

.10 WHERE HOUSEKEEPING PADS ARE SPECIFIED AND/OR REQUIRED, EDGE OF THE PAD SHALL BENOT LESS THAN 150MM FROM CENTRE OF ELECTRICAL EQUIPMENT ANCHOR BOLTS AND SHALLBE REINFORCED AND DOWELED INTO THE FLOOR SLAB TO PROVIDE ADEQUATE STANDARDINTEGRITY.

.11 NOTWITHSTANDING THE ABOVE, GAUGES OR SIZES SMALLER THAN #14 AWG WIRE, 1/16" DIAAIRCRAFT CABLE OR #3 LION CHAIN WILL NOT BE ACCEPTED FOR SEISMIC RESTRAINTS.

.12 PROVIDE SEISMIC RESTRAINTS INCLUDING ANCHOR BOLTS, SLACK CABLE BRACES ANDMISCELLANEOUS FRAMING AND CONNECTIONS AS REQUIRED.

.13 SEISMIC RESTRAINTS MAY BE OMITTED FROM CONDUITS LESS THAN 2" INSIDE DIAMETER.

.14 EQUIPMENT MANUFACTURER SHALL BE RESPONSIBLE FOR ENSURING THAT THE EQUIPMENTHAS ADEQUATE STRENGTH FOR SEISMIC RESTRAINT AND ANCHORAGE OF THE EQUIPMENTFRAMING. MANUFACTURERS REPORT CONFIRMING EQUIPMENT STRENGTH SHALL BESUBMITTED TO THE CONSULTANT.

.24 CO-ORDINATE WITH DIVISION 3 FOR THE INSTALLATION OF HOUSEKEEPING PADS AS SPECIFIEDOR SHOWN ON THE DRAWINGS.

.25 WHERE DRILLING OF THE STRUCTURE IS REQUIRED FOR ANCHORAGE DETAILS, THE DRILLINGSHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER.

.15 THIS PRODUCT SECTION SHALL BE USED AS A GUIDELINE ONLY AND DETAILED SPECIFICATION ANDREQUIREMENTS SHALL BE OBTAINED FROM THE SEISMIC ENGINEER AS OUTLINED ABOVE.- ANCHOR BOLTS SHALL BE AS SPECIFIED BY THE SEISMIC ENGINEER. ANCHOR BOLTS SHALL BE CAST

IN-PLACE, OR OF PROPRIETARY MANUFACTURE FOR INSTALLATION FOLLOWING CONCRETE CURING.- PROPRIETARY ANCHOR BOLTS SHALL BE EITHER OF THE ADHESIVE OR WEDGE TYPES. WEDGE TYPE- ANCHORS SHALL BE SUCH THAT THE WEDGE ACTION IS DIRECTLY LINKED TO THE TENSION APPLIED

TO THE BOLT. PROPRIETARY ANCHOR BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH THEMANUFACTURER'S INSTRUCTIONS.

- ANCHOR BOLTS WHICH UTILIZE NON-FERROUS EXPANSION SHIELDS OR COMPOUND ANCHORS ANDEAD SHIELDS WILL NOT BE ACCEPTED.

- POWDER ACTIVATED "SHOT IN" ANCHORS INSTALLED IN CONCRETE SHALL NOT BE USED FORANCHORAGE OF SEISMIC RESTRAINT CABLES AND BRACES, OR BE SUBJECTED TO TENSILE LOADING.

- ACCEPTABLE ANCHOR BOLT MANUFACTURERS ARE HILTI, RAMSET, AND UCAN. OTHERMANUFACTURERS MAY BE USED SUBJECT TO THE APPROVAL OF THE SEISMIC ENGINEER. DROP INANCHORS SHALL NOT BE USED FOR SUSPENSION OF ELECTRICAL EQUIPMENT INCLUDINGTRANSFORMERS OR FOR ANCHORAGE OF SLACK CABLE OR OTHER SEISMIC BRACING. INTHESESITUATIONS, USE WEDGE ANCHORS, WITH COUPLERS FOR THREADED ROD HANGERS. DROP-IN

ANCHORS MAY BE USED FOR THREADED ROD HANGERS FOR CABLE TRAYS, TRAPEZE ANDCONDUITS.

- SLACK CABLE RESTRAINTS SHALL UTILIZE EITHER GALVANIZED OR STAINLESS STEEL STRANDEDCABLE. THE INSTALLATION SHALL USE CLAMPS, THIMBLES, SHACKLES AND OTHER ASSOCIATED

HARDWARE CORRECTLY SIZED FOR THE DIAMETER OF THE CABLE SPECIFIED BY THE SEISMICENGINEER.

- SELECT VIBRATION ISOLATORS TO PROVIDE A NATURAL FREQUENCY NOT GREATER THAN ONE THIRDOF THE EQUIPMENT'S LOWEST FORCING FREQUENCY.

- USE "LION" CHAIN, GALVANIZED STEEL WIRES OR AIRCRAFT CABLE FOR LUMINAIRE HANGERS.- ALL SEISMIC RESTRAINT COMPONENTS EXPOSED TO THE WEATHER SHALL BE STAINLESS STEEL

CONSTRUCTION OR PROTECTED AGAINST CORROSION EITHER BY HOT-DIPPED GALVANIZING, TWOCOAT EPOXY PAINT SYSTEM, OR OTHER COATING ACCEPTABLE TO THE SEISMIC ENGINEER.

.16 PROVIDE TRANSVERSE AND LONGITUDINAL SEISMIC RESTRAINT ANCHORAGE OR BRACING TO CABLETRAYS, CONDUITS AND BUSWAYS. ON VERTICAL BUSWAYS PROVIDE LATERAL RESTRAINT GUIDES AT EACHFLOOR PENETRATION AND SPACED NOT MORE THAN 20' (REFER TO SEISMIC ENGINEER FOR DIRECTIONS).

.17 SEISMIC RESTRAINTS SHALL BE INSTALLED AT LEAST 3" CLEAR FROM OTHER EQUIPMENT, PIPING, DUCTSOR OTHER INSTALLATIONS.

.18 INSTALL SEISMIC RESTRAINT CABLE BRACES SO THAT THEY ARE NOT VISIBLY SLACK. AT STEELTRUSSES, CONNECT BRACES TO TOP CHORDS AT PANEL POINTS.

.19 FOR TRANSFORMERS, PROVIDE FOR VIBRATION ISOLATORS, AND SEISMICALLY RATED SPRINGISOLATORS, OR USE SNUBBERS WITH RESILIENT BUSHINGS OR OTHER PROVISION, SUCH AS TO MAINTAINVIBRATION ISOLATION TOGETHER WITH SEISMIC RESTRAINT.

.20 FOR SUSPENDED EQUIPMENT, SUCH AS TRANSFORMERS, PROVIDE CABLE OR RIGID BRACES TORESTRAIN EQUIPMENT AGAINST SEISMIC LOADS.

.21 PROVIDE SUB-FRAMES WHERE REQUIRED FOR ADEQUATE SUPPORT OF THE EQUIPMENT FOR SEISMICRESTRAINT AND ANCHORAGE TO THE BUILDING STRUCTURE.

.22 FOR LUMINAIRES INSTALLED IN SUSPENDED ACOUSTICAL, METAL PAN OR COFFER CEILING SYSTEMS,INDEPENDENTLY SUPPORT LIGHT FIXTURES FROM STRUCTURE USING CABLES, WIRES OR CHAINS.

.23 FOR POWER GENERATION SYSTEMS, SEISMIC RESTRAINT SHALL BE INSTALLED ON GENERATOR SET, FUELDAY TANK, BATTERY BANK, BATTERY CHARGER, MUFFLER, CONTROL PANELS AND CABINETS, AND ANYOTHER COMPONENT WHICH FORMS PART OF THE POWER GENERATION INSTALLATION.

5.0 FINAL ACCEPTANCE.01 SUBMIT TO THE CONSULTANT, PRIOR TO SUBMISSION FOR SUBSTANTIAL PERFORMANCE, TWO MARKED UP

SETS OF AS-BUILT DRAWINGS AND THREE SETS OF MAINTENANCE MANUALS FOR ALL ELECTRICALCOMPONENTS USED ON THIS PROJECT. AS-BUILT DRAWINGS SHALL HAVE ELECTRICAL CONTRACTORCOMPANY NAME, ADDRESS, PHONE NUMBER, DATE AND SIGNATURE STAMPED ON DRAWINGS. AS-BUILTDRAWINGS SHALL BE CONVERTED TO AUTOCAD BY THE CONSULTANT AND SUBMITTED TO THE OWNERWITH MANUALS.

.02 DELIVER TO THE CONSULTANT CERTIFICATE OF APPROVAL AND FINAL INSPECTION FROM AUTHORITIESHAVING JURISDICTION PRIOR TO FINAL OCCUPANCY. THESE MUST BE PROVIDED THREE WORKING DAYS

PRIOR TO CONSULTANT FINAL OCCUPANCY REVIEW..03 AFTER THE CONTRACT IS COMPLETED, FURNISH TO OWNER A WRITTEN GUARANTEE THAT FOR ONE YEAR

FROM DATE OF ACCEPTANCE, ANY DEFECTS IN MATERIALS OR WORKMANSHIP WILL BE CORRECTED AT NOCOST TO THE OWNER. SUBMIT COPY OF GUARANTEE TO THE CONSULTANT.

.04 AS THE CONSULTANT IS REQUIRED TO GIVE PROFESSIONAL ASSURANCE THAT ALL ELECTRICALSYSTEMS HAVE BEEN INSTALLED, TESTED AND VERIFIED IN ACCORDANCE WITH THE NATIONAL BUILDINGCODE AND THE CANADIAN ELECTRICAL CODE, THE CONSULTANT REQUIRES THE FOLLOWING ITEMS FROMTHE CONTRACTOR PRIOR TO ISSUANCE OF "LETTER OF PROFESSIONAL ASSURANCE " FOR BUILDINGOCCUPANCY:- WRITTEN REPORTS OF SITE REVIEWS BY AUTHORITIES.- LETTER OF ASSURANCE OF PROFESSIONAL FIELD REVIEW AND COMPLIANCE.- FIRE ALARM VERIFICATION REPORT.

.06 ALL COSTS FOR THE ABOVE SHALL BE INCLUDED IN BASE TENDER QUOTE.

E3

SPECIFICATIONS

1:50

100% REVIEW

DRAWING NO.:

PROJECT:

CHECKED BY:

PROJECT NO.:

SCALE:

DRAWING:

Examine the drawings carefully beforecommencing the Work. Reportdiscrepancies, if any, to the Architect andobtain clarification or additional instructionsbefore proceeding with that part of the Work.Do not commence the Work unless thedrawing is Issued for Construction

All plans, sketches, drawings, graphicrepresentations and specifications preparedby David Norman Architect Inc. areinstruments of service for carrying out aproject. David Norman Architect Inc. retainscopyright in these plans, sketches, drawings,graphic representations and specifications,which may not be used for any other projectwithout the written consent of David NormanArchitect Inc.

DRAWN BY:

DATE:

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REVISIONSNO. DATE

MAY 11/10

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

3455 AINTREE DRIVE 604.984.0166T604.984.0169FNORTH VANCOUVER, B.C.

David Norman inc.ARCHITECT

PERMIT AND TENDER MAY 14/10