phase 2 rtu 1 2 3 replacement

9
BUILDING 65 ' SHIRLEY'S BAY RTU 1 ' @-- 1y) (1,b) (l. !) (1)(b 2,x J r 7) (8 i i i i i i i i i 11 I I I 11 @ - 00 •: I I 11 M J : J , I I I I · · I I MìH. I I I 11 1 _ l I I OH•� I I I - I - I I =, _ ARê OF ONRUON - ,-�-I _ I I _ + -- : I 1 - 1 - 1 111 0 0 - - PWGSC A1 (841x594) r£_ , _ --n +t-+--+ " - T I I =I ,,, =I - "" _ I =• I II I I 0> --- 0 - = 0 � - E _ I I 0 I ' (, 1 D 1 -T I 1- 1 = -·��- T I " . J l� ll 1 ROOF LEVEL KEY PLAN G1 Scale: 1 :500 1 -1 - -1 - LJ 0 PHASE 2 2 ' 3 REPLACEMENT 10 20mm e 40 e 60 80 C 100 120 140 160 180 200mm DRAWING LIST DRAWING DESCRIPTION Gl DRAWING LIST, & SITE KEYPLAN MECHANICAL Ml MECHANICAL GENERAL NOTES, LEGEND, SCHEDULES & DAI M2 ROOF LEVEL HVAC DEMOLITION M3 ROOF LEVEL HVAC NEW WORK M4 THIRD LEVEL HVAC DEMOLITION & NEW WORK ELECTRICAL El ELECTRICAL GENERAL NOTES, LEGENDS, AND SCHEDULES E2 ELECTRICAL SINGLE LINE DIAGRAM AND BASEMENT LEVEL KEYPLAN E3 PARTIAL 2ND & 3RD LVL POWER & SYSTEMS DEMOLITION & NEW WORK E4 PARTIAL 4TH LVL POWER & SYSTEMS DEMOLITION & NEW WORK I . I Canadian Space Agency Agence spatiale canadienne ERIC VACHON Director, Security & Facilities M. FARID, P. Eng. Project Manager 2020-05-22 ProEng CONSUING INC. Building and Ener Engineers Unit I01-3c B , Ot ON, J SR5 I 613-3-0S .l.c This drawing is the sole propey of the Canadian Space Agency "CSA" and can not be distributed or reproduced without the express wrien permission of the "CSA". Transfer of this drawing in hard copy and/or electronic rmat to any other organization must be for a specific and limited use only with pre-authorization from the "CSA" project authority. Upon completion of such use, all hard copies and electronic files must be destroyed and/or returned to the "CSA" project authority. Contractor to veri al l dimensions & conditions on site and immediately notify the engineer of all discrepancies. 03 Re-Issued for Permiender 2020.05.22 02 Issued for Permiender 2017.08.09 01 Issued for Review 2017.06.28 visions description date A detail no. A \ no. du detail ( A B location dwing no. C J sur dessin no. \BIC C drawing no. dessin no. project projet PHASE 2 RTU 1, 2, 3 REPLACEMENT ADDRESS drawing dessin DRAWING LIST, & SITE KEYPLAN Designed By Date Drawn By Date Reviewed By Date Approved By Date Tender Project Manager Project no. Drawing no. M.LACHOWICZ P.DESJARDINS M.LACHOWICZ M.LACHOWICZ Con9u par (yyyy/mm/dd) Dessine par (yyyy/mm/dd) Examine par (yyyy/mm/dd) Approuve par (yyyy/mm/dd) Soumission M.LACHOWICZ Administrateur de projets No. du projet CSA15-M7b 2016065 Gl No. du dessin

Upload: others

Post on 04-Dec-2021

2 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: PHASE 2 RTU 1 2 3 REPLACEMENT

BUILDING 65 ' SHIRLEY'S BAY

RTU 1 '

@--

1y) (1,b) (ll<I. !lb) (1..,)(b 2,x J

r7) (8 i i i i i i i i i 11

I I I 11 @ -

00

•:

I I 11

M

J J_:J � , I I

I I · · I I

MECH.

I I I 11 1 _ l---11 I I OH•� I 1J � --W

I I - I ---+----+ I I

=,_.,_ AREA OF

ONSTRUCTION

- ,-�-�

I _ I I_ +--

: I TT1 -1 -1 111 0

0�-­

(0---0

PWGSC A1 (841x594)

r£_ , _ --n +t-+--+ " - T I I

= I ,,, =I - ""

_"1_ I =• I II I I 0>---

0>---

�==---=

0>---c=� -

E _ I I

0

I ' (,

1D1 -T □ I 1-1

= -i --=

-·�==,� :t:�-T I

" .. J l� ll

1 ROOF LEVEL KEY PLAN

G1 Scale: 1 :500

-rt1 -1 --+-- -1 ----rrl--<

LJ

0

PHASE 2

2 ' 3 REPLACEMENT

10 20mm

e

40

e

60 80

C

100 120 140 160 180 200mm

DRAWING LIST

DRAWING DESCRIPTION

Gl DRAWING LIST, & SITE KEYPLAN

MECHANICAL

Ml MECHANICAL GENERAL NOTES, LEGEND, SCHEDULES & DETAILS

M2 ROOF LEVEL HVAC DEMOLITION

M3 ROOF LEVEL HVAC NEW WORK

M4 THIRD LEVEL HVAC DEMOLITION & NEW WORK

ELECTRICAL

El ELECTRICAL GENERAL NOTES, LEGENDS, AND SCHEDULES

E2 ELECTRICAL SINGLE LINE DIAGRAM AND BASEMENT LEVEL KEYPLAN

E3 PARTIAL 2ND & 3RD LVL POWER & SYSTEMS DEMOLITION & NEW WORK

E4 PARTIAL 4TH LVL POWER & SYSTEMS DEMOLITION & NEW WORK

I.I Canadian Space Agency

Agence spatiale canadienne

ERIC VACHON Director, Security & Facilities

M. FARID, P. Eng.Project Manager

2020-05-22

ProEng CONSULTING INC. Building and Energy Engineers Unit I 01-399 Baymse Dr, Ottawa, ON, C'.anada, K2J SR5

I': 613-!1<13-000S

www.pmengoonsullm8.com

This drawing is the sole property of the Canadian Space Agency "CSA" and can not be distributed or reproduced without the express written permission of the "CSA".

Transfer of this drawing in hard copy and/or electronic format to any other organization must be for a specific and limited use only with pre-authorization from the "CSA" project authority.

Upon completion of such use, all hard copies and electronic files must be destroyed and/or returned to the "CSA" project authority.

Contractor to verify all dimensions & conditions on site and immediately notify the engineer of all discrepancies.

03 Re-Issued for Permit/Tender 2020.05.22

02 Issued for PermiVT ender 2017.08.09

01 Issued for Review 2017.06.28

revisions description date

A detail no.

A \ no. du detail

( A B location drawing no.

C J sur dessin no.

\BIC C drawing no. dessin no.

project projet

PHASE 2

RTU 1, 2, 3 REPLACEMENT

ADDRESS

drawing dessin

DRAWING LIST, & SITE KEYPLAN

Designed By

Date

Drawn By

Date

Reviewed By

Date

Approved By

Date

Tender

Project Manager

Project no.

Drawing no.

M.LACHOWICZ

P.DESJARDINS

M.LACHOWICZ

M.LACHOWICZ

Con9u par

(yyyy/mm/dd)

Dessine par

(yyyy/mm/dd)

Examine par

(yyyy/mm/dd)

Approuve par

(yyyy/mm/dd)

Sou mission M.L.ACHOWICZ

Administrateur de projets

No. du projet CSA15-M7b

2016--065

Gl No. du dessin

Page 2: PHASE 2 RTU 1 2 3 REPLACEMENT

EXISTING PIPING/DUCTWORK/EQUIPMENT

EXISTING PIPING/DUCTWORK/EQUIPMENTTO BE REMOVED

NEW/RELOCATED PIPING/DUCTWORK/EQUIPMENT

(E) DENOTES EXISTING EQUIPMENT

(X) DENOTES EXISTING EQUIPMENT TO BE REMOVED

(N) DENOTES NEW EQUIPMENT

RTU ROOFTOP UNIT

PIPING DOWN

PIPING OFFSET

BRANCH PIPING DOWN

CAP

PIPE BREAK

BALL VALVE

DESCRIPTIONSYMBOL

MECHANICAL LEGEND

RECTANGULAR DUCTWORK

16 GAUGE RECTANGULAR DUCTWORK

RECTANGULAR DUCTWORK OFFSET

DUCTWORK DOWN

DUCTWORK TRANSITION

TAG LOCATION

AIR HANDLING UNIT SCHEDULE(AIR HANDLING UNITS SUPPLIED BY DEPARTMENTAL REPRESENTATIVE)

CAPACITY(L/S)

REMARKS

SUPPLY FAN

EXTERNAL STATICPRESSURE

(Pa)

RTU-1 ROOF 3773 373 3.8

POWER(kW)

NET COOLINGCAPACITY

(kW)

74

NET SENSIBLECOOLING CAPACITY

(kW)

66

COOLING DATA (DX)

575/3/60

PHYSICALDIMENSIONS

WxLxH(mmxmmxmm)

4191x2388x1855

ELECTRICAL DATA

V/Ø/Hz FLA/MCA/MOP

49/52/60

WEIGHT(KG)

2096

REFRIGERANTTYPE

R410A

INPUTCAPACITY

(kW)

102

HEATING DATA (NATURAL GAS)

82

DFL PROJECTS GENERAL NOTES, & PROCEDURES:

1. THE MECHANICAL CONTRACTOR SHALL ACT AS THE PRIME CONTRACTOR. PRIMECONTRACTOR SHALL RETAIN ALL REQUIRED SUB-TRADES & COORDINATE & SCHEDULE ALLEFFORTS FOR PROJECT SCOPE OF WORK. HEREAFTER THE MECHANICAL CONTRACTORSHALL BE REFERRED TO AS "CONTRACTOR".

2. THE CONTRACTOR SHALL ARRANGE AND PAY FOR ALL NECESSARY PERMITS, INSPECTIONS& RE-INSPECTIONS REQUIRED TO BE PERFORMED BY LOCAL AUTHORITIES HAVINGJURISDICTION INCLUDING INSPECTION AND TESTING EXCEPT FOR BUILDING PERMIT TOTHE CITY OF OTTAWA WHICH WILL BE APPLIED FOR BY OWNER. TURN OVER TO THEOWNER ALL ORIGINAL APPROVAL DOCUMENTATION & CERTIFICATES.

3. CONTRACTOR TO BE RESPONSIBLE FOR THE PROVISION (SUPPLY AND INSTALLATION) OFALL MATERIALS, EQUIPMENT & SERVICES SHOWN ON THE PROJECT DRAWINGS &SPECIFICATIONS AS REQUIRED FOR A FULLY OPERABLE SYSTEM, UNLESS CHANGED ORREPLACED BY REVISED DRAWINGS, SPECIFICATIONS OR ADDENDA.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ARCHITECTURAL, STRUCTURAL,MECHANICAL, ELECTRICAL, PLUMBING & FIRE PROTECTION WORK. BE RESPONSIBLE FORALL FLOOR CUTTING, CORE DRILLING, ALL CHASES, OPENINGS AND PATCHING AS MAY BEREQUIRED BY ALL SUB TRADES WHO MAY OR MAY NOT BE UNDER HIS CONTRACTAGREEMENTS.

5. DRAWINGS ARE NOT INTENDED TO SHOW THE DETAILS & ROUTE OF EACH COMPONENTTO BE INSTALLED OR REMOVED. THEY ARE ONLY PROVIDING A GENERAL OVERVIEW OF THEPROJECT SCOPE. THE CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW THE SITECONDITIONS DURING THE TENDER PERIOD AND EXAMINE THE EXTENT OF THEDEMOLITION, REMOVALS & NEW INSTALLATIONS TO INCLUDE IN THE TENDER PRICE ALLNECESSARY LABOR AND MATERIAL REQUIRED FOR A FULLY OPERABLE SYSTEM ASINTENDED.

6. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE CURRENTCODES, BY-LAWS AND ORDINANCES OF THE RELEVANT BUILDING AUTHORITIES WHEREVARIED BY THE PROJECT SPEC.

7. ALL DIMENSIONS TO BE VERIFIED ON SITE. EXACT LOCATION & ELEVATION OF EQUIPMENTIS SUBJECT TO SITE MEASUREMENTS.

8. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL MATERIAL, EQUIPMENT & FIXTURESTO ENGINEER FOR APPROVAL BEFORE COMMENCING INSTALLATION OR ORDERING. ALLSAMPLES TO BE PROVIDED UPON CSA REQUEST AT NO ADDITIONAL COST.

9. ALL SUPPLIED MATERIALS, FIXTURES & EQUIPMENT TO BE NEW, FREE FROM DEFECTS,CERTIFIED & APPROVED BY CODE. REUSE OF ANY EXISTING PARTS IN SOT PERMITTEDUNLESS APPROVED BY OWNER.

10. CSA SHALL BE GIVEN THE OPTION OF RETAINING ANY REMOVED COMPONENTS OREQUIPMENT. COORDINATE AND HAND OVER TO CSA PROJECT MANAGER AS REQUIRED.DISPOSE OF ANY REMAINING OR UNWANTED EQUIPMENT OR SERVICES AND REMOVE OFFSITE IN A LEGAL MANNER AND COMPLY WITH THE ENVIRONMENTAL PROTECTION ACT,ONTARIO REGULATIONS FOR WASTE MANAGEMENT PROGRAM. CERTIFICATE OF DISPOSALTO BE HANDED OVER TO OWNER AFTER REMOVALS ARE DONE.

11. INSTALL ALL EQUIPMENT IN FULL ACCORDANCE WITH THE MANUFACTURERSPECIFICATIONS & RECOMMENDATIONS.

12. ALL TRADES SHOULD BE LICENSED TO PERFORM ALL WORK SHOWN ON THE DRAWINGSINCLUDING REMOVALS & DEMOLITION.

13. DO NOT DAMAGE EXISTING FIRE SEPARATIONS AND FIRE PROTECTIONS IN THE PROJECTAREAS. ANY DAMAGES INCURRED TO EXISTING FIRE SEPARATIONS AND PROTECTIONSSHALL BE RESTORED TO APPROVED CONDITIONS TO MEET REQUIRED RATING AND CODESAT NO ADDITIONAL COSTS TO THE PROJECT.

14. UNDER ANY CIRCUMSTANCES, DO NOT BLOCK REQUIRED ACCESS TO EXITS AND FIREESCAPE ROUTES DURING THE PROJECT DURATION. ALL EXISTING LIFE SAFETY SYSTEMSAND INDICATORS SHALL BE OPERATIONAL AT ALL TIMES.

15. SMOKE EATERS & POWERED EXHAUST FANS VENTED TO OUTSIDE OF BUILDING MUST BEUSED DURING ALL BRAZING / WELDING / SOLDERING / CUTTING / GRINDING ACTIVITIESTO MINIMIZE CONTAMINATION & ODOR TO ADJACENT AREAS PARTICULARLY IN CLEANROOMS. PROVIDE 72 HOUR NOTICE TO CSA TO ARRANGE FOR HOT WORK PERMITS.

16. CONTRACTOR TO PROTECT ALL ARCHITECTURAL FINISHES & FLOORING DURINGCONSTRUCTION, BE RESPONSIBLE FOR ANY DAMAGES TO EXISTING SURFACES RESULTINGFROM ALL PROJECT'S WORK. THE CONTRACTOR SHALL MAKE GOOD ALL DAMAGEDSURFACES INCLUDING ANY PAINT TOUCH-UPS REQUIRED. REPAIR ALL WALLS, FLOORS &CEILINGS IN CORE AREA WHERE MECHANICAL & ELECTRICAL SERVICES PASS THROUGH.

17. EXACT TARPING LIMITS AND ACCESS ROUTES TO BE DETERMINED ON SITE INCOORDINATION WITH CSA PROJECT MANAGER.17.1. ALL TARPS TO BE NEW HEAVY DUTY POLYETHYLENE, WATER / MILDEW / TEAR

RESISTANT, WHITE, TIGHT SEALED FROM DECK TO FLOOR, CONTRACTOR TOPROVIDE ACCESS ZIPPERS OR DOORS AS REQUIRED BY CSA, USE METAL STUDS ASFRAMING SUPPORTS, NO WOOD MATERIALS TO BE USED IN TARPS CONSTRUCTIONUNLESS APPROVED BY CSA.

17.2. APPROVED METHODS TO ATTACH STUDS / TARPS TO BUILDING AS FOLLOW:17.2.1. ON FLOORS: HEAVY DUTY COMMERCIAL DOUBLE SIDED TAPE TO SECURE

METAL STUDS TO FLOORS, USE OF SCREWS OR TAPCONS ARE NOTPERMITTED.

17.2.2. ON DRYWALLS / MASONRY / METAL SIDING WALLS: DUCT OR TUCK TAPE ISNOT ALLOWED DIRECTLY ON BUILDING FINISHES AS IT WILL DAMAGE THEMWHEN REMOVED; APPLY MASKING PAINT GREEN TAPE FIRST AND THEN DUCT/ TUCK TAPE ON TOP OF IT. STUDS CAN BE SCREWED TO DRYWALL /MASONRY WALLS GIVING THAT ALL HOLES WILL BE PATCHED & PAINTED(WHOLE WALL / AREA TO BE PAINTED, SMALL / LOCAL PAINT PATCHES ARENOT PERMITTED).

17.3. TARPS COULD BE HANGED OFF BUILDING STEEL STRUCTURAL USING HIGH STRENGTHCABLE TIES, PROVIDE HEAVY GAUGE UNISTRUTS AS NEEDED FOR CROSS RUNS OR TODISTRIBUTE TARPS LOAD.

17.4. HANGING TARPS FROM BUILDING SERVICES (DUCTWORK, CONDUITS, PIPES,SUPPORTS, HANGERS … ETC.) IS NOT PERMITTED.

17.5. CONTRACTOR IS RESPONSIBLE FOR CLEANING, PATCHING, REPAIRING & PAINTINGALL DAMAGED SURFACES & TAPE MARKS AFTER REMOVING TARPS.

18. PROVIDE FLOOR PROTECTION TO ENTIRE PROJECT AREAS AS FOLLOW:18.1. FLOOR TO BE WIPED CLEAN FROM ANY DEBRIS OR DUST PARTICLES.18.2. PROVIDE MIN. 1/8" FOAM LAYER DIRECTLY ON ALL FLOORING.18.3. PROVIDE HARD SHEETS ON TOP OF FOAM LAYER, ALL SHEETS SEAMS TO BE

DUCT-TAPED TO PREVENT DEBRIS / DUST FROM GETTING TRAPPED UNDER THEPROTECTION SHEETS. USE OF OSB SHEETS IS NOT PERMITTED.

19. PROVIDE FURNITURE AND EQUIPMENT PROTECTION AS FOLLOW:19.1. OFFICE / LAB FURNITURE AND EQUIPMENT: TO BE COMPLETELY COVERED AND

WRAPPED WITH NEW HEAVY DUTY CLEAR PLASTIC ROLL SHEETS.19.2. SENSITIVE LAB TESTING EQUIPMENT: TO BE COMPLETELY COVERED AND WRAPPED

WITH NEW HEAVY DUTY CLEAR PLASTIC ROLL SHEETS, CLEAN SCAFFOLDING TO BEERECTED ON TOP OF ALL LAB EQUIPMENT TO PROTECT FROM POSSIBLE FALLINGOBJECTS.

20. CONTRACTOR TO PROVIDE BILINGUAL CONSTRUCTION, ACCESS & SAFETY SIGNAGE, SIGNSTO BE POSTED ON ALL PROJECT FENCES & ENTRANCES AT THE START OF PROJECT ANDBEFORE COMMENCING ANY WORK.

21. ACCESS TO THE SITE FOR MATERIAL, WORK FORCES AND FOR WASTE REMOVAL IS TO BECOORDINATED WITH CSA PROJECT MANAGER, USE ONLY ELEVATORS DESIGNATED BY CSAAND PROTECT THEM FROM DAMAGE.

22. WHEN TESTING ACTIVITIES ARE NOT UNDERWAY, LARGE OR SMALL LOADING DOCKS CANBE USED TO MOVE MATERIALS IN AND OUT OF THE BUILDING FROM 7:00 AM TO 8:00 AMWITHOUT CSA NEEDING TO PROVIDE NOTICE TO BUILDING STAFF. IF ACCESS IS REQUIREDAFTER THIS TIME OR FOR LONGER PERIODS, 72 HOUR NOTICE MUST BE PROVIDED TO CSA

TO CONFIRM AVAILABILITY AND ARRANGE FOR PROPER NOTICES.

23. SANITARY FACILITIES WILL BE ASSIGNED FOR CONTRACTOR'S PERSONNEL. OTHERS SHALLNOT BE USED. KEEP FACILITIES CLEAN.

24. ONLY DESIGNATED AREAS ARE TO BE USED FOR LUNCH AND BREAK TIME. ALL OTHERAREAS ARE OFF LIMITS INCLUDING CAMPUS CAFETERIA.

25. CONTRACTOR TO RESPECT ALL BUILDING FLOOR LOADING LIMITATIONS, COORDINATEAND CONFIRM WITH CSA PROJECT MANAGER PRIOR TO BRING IN ANY HEAVY TOOLS,EQUIPMENT AND LIFTS.

26. CONTRACTOR SHALL BE RESPONSIBLE TO KEEP THE OWNER'S ACCESS AREAS ANDCORRIDORS CLEAN AT ALL TIMES.26.1. CLEAN AND REMOVE ALL DEMOLITION AND CONSTRUCTION WASTE FROM PROJECT

SITE ON DAILY BASIS AND UPON COMPLETION OF PROJECT.26.2. DO NOT USE CSA WASTE CONTAINERS. AN AREA WILL BE DESIGNATED FOR

LOCATING CONTRACTOR WASTE BINS.26.3. CONTRACTOR TO PROVIDE ALL CLEANING EQUIPMENT & SUPPLIES, USE OF BUILDING

CLEANING EQUIPMENT OR SUPPLIES ARE NOT PERMITTED.

27. DO NOT SUBJECT ANY PART OF THE BUILDING TO ANY NOISE, DUST OR ANY OTHERUNACCEPTABLE ENVIRONMENTAL CONDITIONS DURING THE COURSE OF THE PROJECT.ANY NOISY / DUSTY / SMELLY ACTIVITIES SHALL BE DONE AFTER REGULAR WORKINGHOURS OR WEEKENDS, COORDINATE WITH CSA PROJECT MANAGER WITH A MINIMUMNOTICE OF 72 HOURS.

28. ALL PENETRATIONS THROUGH WALLS AND FLOORS SHALL BE SAW-CUT OR CORE DRILLED.JACK HAMMERING IS NOT PERMITTED. ALL WALLS, FLOORS & CEILINGS PENETRATIONS TOBE SEALED BY CONTRACTOR IN ACCORDANCE WITH APPLICABLE CODES & THE ENGINEER'SREQUIREMENTS.

29. PARTS NOTED TO BE SUPPLIED BY DEPARTMENTAL REPRESENTATIVE SHALL BE FULLYINSTALLED & SUPPORTED BY CONTRACTOR AT NO ADDITIONAL COST.

30. PROJECTS MAY TAKE PLACE IN A CLEANROOM ENVIRONMENT, MANDATING SPECIALMEASURES BE TAKEN TO REDUCE LABORATORY DISRUPTION. CLASS 8 CLEANROOMSTANDARDS ARE TO BE MET FOR THE AREA SURROUNDING CONSTRUCTION AT ALL TIMESAND ARE SUBJECT TO VERIFICATION.

31. ALL PERSONNEL MUST ATTEND MANDATORY DFL BRIEFING ON THE FIRST DAY OF PROJECTAND BEFORE STARTING ANY WORK, ADHERE TO THE INFORMATION PRESENTED AT ALLTIMES. ANY PERSON WHO DID NOT ATTEND THIS BRIEFING WILL NOT BE ALLOWED TOWORK ON SITE - NO EXCEPTIONS

32. IMPROPER / UNCLEAN / RIPPED CLOTHING, FOUL LANGUAGE, IMPROPER BEHAVIOR,SMOKING IN UNDESIGNATED AREAS INCLUDING E-CIGARETTES WILL NOT BE TOLERATEDAND WORKER WILL BE ESCORTED OFF CAMPUS IMMEDIATELY - NO EXCEPTIONS.

33. CSA, AT THEIR DISCRETION, MAY REQUEST A WORKER TO LEAVE THE SITE IF THERE ISDEMONSTRATED IMPAIRED MENTAL OR PHYSICAL CAPABILITY AFFECTING HIS/HER WORKPERFORMANCE AND POSSIBLY PUTTING OTHERS AT RISK DUE TO CONSUMPTION OFALCOHOL OR ILLEGAL SUBSTANCES.

34. DFL IS A HIGH PROFILE OCCUPIED BUILDING, USE OF MUSIC OR RADIO ON SITE IS NOTPERMITTED AT ALL TIMES.

35. ALL PRIME CONTRACTOR & SUB-TRADES WORKERS HAVE TO BE ESCORTED AT ALL TIMESWHILE IN BUILDING AND ON CAMPUS.35.1. CSA WILL PROVIDE SECURITY COMMISSIONAIRES TO ESCORT.35.2. PRIOR TO PROJECT START, GC TO PROVIDE A FULL LIST OF ALL PERSONNEL

WORKING ON THE PROJECT AS WELL AS ENGINEERS, SUPPLIERS & INSPECTORS IFPOSSIBLE TO ISSUE NECESSARY FORMS FOR SITE AND BUILDING ACCESS.

35.3. PROVIDE AT LEAST 72 HOUR NOTICE FOR ANY ADDITIONAL NAMES OR FOR AFTERHOURS OR WEEKEND WORK.

35.4. NOTIFY CSA IMMEDIATELY OF ANY CHANGE IN SCHEDULE THAT AFFECTS THE NEEDFOR SECURITY ESCORTS.

35.5. INDIVIDUALS WHO ARE NOT ON THAT LIST WILL BE DENIED ACCESS WITH NOEXCEPTIONS.

36. CONTRACTOR REPRESENTATIVE HAS TO BE PRESENT ON SITE AT ALL TIMES ANDACCOMPANY ALL SUB-TRADE WORKERS; SUB-TRADES ARE NOT ALLOWED TO BE ON SITEOR TO WORK WITHOUT THE PRESENCE OF PRIME CONTRACTOR - NO EXCEPTIONS.

37. WEEKEND AND/OR AFTER-HOURS SHUTDOWNS TO BE SCHEDULED IN AGREEMENT WITHCSA PROJECT MANAGER. PROVIDE AT LEAST 72 HOURS NOTICE IN ADVANCE.

38. CSA IS COMMITTED TO ENSURING A HEALTHY AND SAFE ENVIRONMENT FOR ITSEMPLOYEES, CONTRACTORS AND VISITORS AND WILL ALIGN ITSELF WITH CONTRACTORSWHO SHARE IN THIS VISION.38.1. THE REQUIREMENTS OUTLINED BELOW ARE PROVIDED AS REFERENCE AND ARE

THERE TO ASSIST THE CONTRACTING COMPANY WHO PERFORMS THE WORK ANDACCEPTS THIS COMMITMENT COMPLETELY:38.1.1. ONTARIO OCCUPATIONAL HEALTH AND SAFETY ACT:

HTTP://WWW.E-LAWS.GOV.ON.CA38.1.2. INFRASTRUCTURE HEALTH AND SAFETY ASSOCIATION "GUIDE TO

DEVELOPING HEALTH AND SAFETY POLICIES AND PROGRAMS INCONSTRUCTION" A COMPREHENSIVE GUIDE GEARED TO MID- TO LARGE-SIZEDGENERAL CONTRACTORS FOR DEVELOPING AND IMPLEMENTING ANEFFECTIVE HEALTH AND SAFETY PROGRAM: HTTP://WWW.IHSA.CA

38.1.3. INFRASTRUCTURE HEALTH AND SAFETY ASSOCIATION "CONSTRUCTIONHEALTH AND SAFETY MANUAL". GUIDANCE ON HAZARD CONTROLS FORONTARIO CONTRACTORS: HTTP://WWW.IHSA.CA

38.2. THE CONTRACTOR WILL BE REQUIRED TO PREPARE AND SUBMIT TO THE CSAPROJECT MANAGER A FULL PROJECT HEALTH AND SAFETY PLAN, HEREIN CALLEDPHSP, PRIOR TO THE COMMENCEMENT OF ANY WORKS AND WITHIN 2 WEEKS OFCONTRACT AWARD.

38.3. THE CONTRACTOR SHALL PROVIDE CSA PROJECT MANAGER A COPY OF ALL NOTICESOR OTHER WRITTEN CORRESPONDENCE PROVIDED TO OR RECEIVED BY THEONTARIO MINISTRY OF LABOR, FOR THE DURATION OF THE CONTRACT.

38.4. THE CONTRACTOR SHALL FULLY IMPLEMENT THE PHSP FOR THE FULL DURATION OFTHE CONTRACT.

38.5. A COPY OF ALL APPLICABLE TRAINING CERTIFICATES MUST BE PROVIDED PRIOR TOCOMMENCING ANY WORK. CERTIFICATES MUST SHOW EXACT COMPANY NAME ANDADDRESS THAT PROVIDED THE TRAINING. CSA RESERVES THE RIGHT TO REQUESTTHE COURSE OUTLINE FROM THE COMPANY THAT PROVIDED THE TRAINING. IF THEPROOF OF TRAINING DOES NOT DEMONSTRATE THE WORKER AS BEING COMPETENTOPERATORS, FURTHER TRAINING MAY BE REQUESTED BY THE CSA PRIOR TOCOMMENCING ANY WORK AT NO ADDITIONAL COST.

39. CONTRACTOR TO PROVIDE A MINIMUM OF 48 HOUR NOTICE TO CSA PRIOR FOR ANYDELIVERIES. GENERAL CONTRACTOR MUST BE ON SITE TO RECEIVE THE SHIPMENT. IF THEDELIVERY PERTAINS TO LIFTING EQUIPMENT, THE QUALIFIED CONTRACTOR SCHEDULEDTO USE THE EQUIPMENT MUST INSPECT AND RECEIVE THE LIFT FROM THE COMPANY.

40. CONTRACTOR AND ALL HIS SUB-TRADES ARE RESPONSIBLE TO PROVIDE ALL LADDERS,SCAFFOLDING, LIFTS, CRANES AND ALL OTHER EQUIPMENT & TOOLS REQUIRED FORPROJECT SCOPE INCLUDING INSTALLING & REMOVING TARPS & PROTECTION MATERIALS.USE OF BUILDING TOOLS, EQUIPMENT, TROLLIES, FORKLIFTS, SKIDS, LADDERS, LIFTS,CRANES … ETC. ARE NOT PERMITTED.

41. ALL TRADES TO FOLLOW BUILDING SERVICE ELEVATIONS STANDARD AS FOLLOW:

42. CONTRACTOR AND ALL TRADES TO FOLLOW ALL CAMPUS & CSA/DFL PROCEDURES AT ALLTIMES, CONTRACTOR IS RESPONSIBLE TO DISTRIBUTE ALL PROCEDURES TO ALL HISWORKERS & SUB-TRADES.

MECHANICAL GENERAL NOTES:

1. ALL MATERIALS AND WORKMANSHIP SHALL - AS A MINIMUM - BE IN ACCORDANCE WITHTHE LATEST EDITION OF THE FOLLOWING:· NATIONAL BUILDING CODE· ONTARIO BUILDING CODE (OBC)· CAN / CGA - B149.1 & .2,· ASHRAE 90.1· ONTARIO PLUMBING & FIRE CODES· ALL OTHER APPLICABLE PROVINCIAL, MUNICIPAL AND SAFETY CODES AND

REGULATIONS.

2. CONFIRM ALL PIPING / DUCTWORK DIMENSIONS AND ELEVATIONS ON SITE PRIOR TOINSTALLATION OR ORDERING EQUIPMENT.

3. CONTRACTOR TO ARRANGE FOR ALL NECESSARY HOT WORK PERMITS, ALLOW FOR 72HOURS NOTICE AT LEAST FOR CSA TO ISSUE.

4. BE RESPONSIBLE FOR REMOVAL AND REINSTATING CEILINGS AS NECESSARY. USE GLOVESTO PROTECT FROM FINGER PRINTS.

5. ALL BUILDING HVAC RETURN / EXHAUST GRILLS WITHIN CONSTRUCTION AREA MUST BEPROTECTED & FILTERED AT ALL TIMES DURING CONSTRUCTION. PROVIDE DUST SEALS ORTEMPORARY FILTERS ON ALL SUPPLY DIFFUSERS. DO NOT OPERATE HVAC UNTIL FINALCLEAN-UP.

6. USE OF TIE WRAPS, TIE WIRE, PERFORATED BAND, WIRE CHAIN OR SOLID RING TYPEHANGERS IS NOT PERMITTED.

7. USE OF C-CLAMPS ON STEEL BEAMS IS NOT PERMITTED, USE BEAM CLAMP TO SUPPORT ALLTHREADED RODS FROM ALL BEAMS AND OWSJ.

8. SEVERAL SYSTEMS OR PART OF SYSTEMS WILL BE SUBJECT TO A SHUT-DOWN PERIOD. BERESPONSIBLE FOR HAVING ALL NECESSARY TOOLS, MANPOWER AND EQUIPMENT REQUIREDTO MAXIMIZE THE PRODUCTION DURING A SHUT-DOWN. ALL SHUT DOWNS SHALL BECOORDINATED WITH THE OWNER REPRESENTATIVES AND THE ENGINEER WITH A 72 HOURSWRITTEN NOTICE.

9. VERIFY THE EXACT LOCATION OF EXISTING SERVICES AND MAINS TO BE TYING-IN,REMOVED OR CAPPED PRIOR TO COMMENCING WORK.

10. USE FLAT BOTTOM DUCT TRANSITION PIECES FOR EFFECTIVE DRAINAGE.

11. ALL DUCT WORK AND SHEET METAL SHALL BE IN ACCORDANCE WITH S.M.A.C.N.A. - LOWVELOCITY SYSTEM.

12. SEAL ALL LONGITUDINAL AND CIRCUMFERENCE DUCT JOINTS WITH HIGH VELOCITY DUCTSEALER, "DURO DYNE" OR APPROVED EQUAL.

13. AS A MINIMUM PROVIDE 25mm THICK, HEAVY DENSITY, FIBERGLASS INSULATION WITHVAPOR BARRIER AND JACKETING ON ALL PLUMBING PIPING. INSULATE THE LAST 10 FEETFROM OUTSIDE OF ALL EXHAUST & FRESH AIR INTAKE DUCTWORK WITH 40mm FIBERGLASSWRAP. ALL INSULATION JOINTS TO BE STAGGERED. PROVIDE REMOVABLE INSULATIONJOINTS AT ALL VALVES & UNIONS.

14. ALL EXPOSED JACKETING TO BE 0.016" ALUMINUM, PEBBLED (STUCCO) FINISH.

15. PROVIDE 300mm INSULATION PROTECTION GALVANIZED SHIELD / SADDLE PLATES WITHLOCK TABS AT EACH PIPE HANGER LOCATION.

16. ALL PIPING TO BE PRESSURE TESTED FOR A MINIMUM OF 24 HOURS AND IN ACCORDANCEWITH THE CODE REQUIREMENTS, DO NOT CONCEAL OR INSULATE ANY PIPING UNTILTESTED & REVIEWED BY ENGINEER.

17. PROVIDE FIRE DAMPERS ON ALL DUCTS OR AIR TRANSFER OPENINGS PENETRATING ABUILDING FIRE SEPARATION.

18. FLEXIBLE DUCTS SHALL BE LIMITED TO A MAXIMUM LENGTH OF 6 FEET AND MINIMUMDIAMETER OF 150mm.

19. ALL HVAC CONTROLS AND WIRING SHALL BE SIZED, SELECTED BY A SPECIALIZEDCONTROLS SUB-TRADE IN FULL ACCORDANCE WITH EQUIPMENT MANUFACTURERRECOMMENDATIONS.

20. ISOLATE COPPER PIPE FROM HANGER OR OTHER PIPING WHERE ELECTROLYTIC ACTIONCAN OCCUR.

21. VENT AND PRIME ALL P-TRAP FIXTURES IN ACCORDANCE WITH THE ONTARIO LATESTEDITION PLUMBING CODE. USE AUTOMATIC PRIMERS "ANCON" OR "ZURN" AT ALL NEW &EXISTING FLOOR DRAINS. ALL FIXTURES VENTS TO BE CONNECTED TO BUILDING COMMONPLUMBING VENTS.

22. APPROVED PLUMBING ACCESSORIES & VALVES: ANCON, ZURN, WATTS & CRANE.

23. ALL DRAINAGE AND VENT PIPING TO BE CAST IRON WITH MJ JOINTS OR DWV COPPER ASRATED BY MANUFACTURERS FOR RETURN AIR PLENUM USE AND APPROVED BY CODE.

24. ALL PLUMBING PIPING SHALL BE TYPE "L" NEW COPPER WITH LEAD FREE SOLDERED JOINTS.USE ONLY STRAIGHT COPPER RUNS, COPPER COILS OF ANY SIZE ARE NOT PERMITTED.

25. ALL TEMPERATURE & PRESSURE GAUGES TO BE 125mm DIAL SIZE, STAINLESS STEEL &GLYCERIN FILL. USE THERMO WELLS ON ALL TEMPERATURE GAUGES.

26. USE VMC KORFUND MAXI-FLEX NEOPRENE MOUNTING FLOOR PADS ON ALL HEAVYEQUIPMENT TO ISOLATE VIBRATION & PROTECT FLOORING. GRADE / COLOR TO MACHLOAD.

27. USE ARMSTRONG CBV FOR ALL CIRCUIT BALANCING VALVES.

28. CONTRACTOR TO PROVIDE FULL DRAWINGS, SKETCHES & SPECIFICATIONS FOR ALLPROPOSED SERVICES SUPPORTS, ANCHORS & HANGERS UNDER THIS PROJECT SCOPE FORPROJECT MANAGER APPROVAL BEFORE COMMENCING ANY WORK.

29. CONTRACTOR TO SUPPORT ALL SERVICES SHOWN ON PROJECT SCOPE FROM BUILDING

STRUCTURAL MEMBERS, SUPPORT ALL MECHANICAL PIPING USING CLEVIS HANGERS ATADEQUATE SPACING TO INSURE NO SAG OR FAILURE OF JOINTS, ADEQUATELY BRACEPIPING AND ALLOW FOR EXPANSION OR CONTRACTION. PROVIDE EXPANSION LOOPS ORJOINTS SIZED TO COMPENSATE FOR CHANGES IN PIPE LENGTH CAUSED BY A TEMPERATUREDIFFERENTIAL OF 65°C FOR TYPICAL BUILDING SYSTEMS AND 200°C FOR LAB SPECIALSYSTEMS. ALL SUPPORTS & HANGERS TO BE HOT DIPPED GALVANIZED OR ZINCELECTROPLATED.

30. CONTRACTOR TO PROVIDE FULL SYSTEM OF SUPPORTS AND HANGERS COMPLETE WITHALL NECESSARY BRACKETS, BASE PLATES, INSERTS, FASTENERS, RODS AND ALL OTHERACCESSORIES IN ACCORDANCE WITH MSS SP-58 AND TO MATCH EXISTING BUILDINGSUPPORTS. ALL SUPPORTS & HANGERS TO BE E. MYATT, ITT GRINNELL OR APPROVEDEQUAL.

31. CONTRACTOR TO TEMPORARILY SUPPORT ALL REMAINING PIPING LEFT AFTER DEMOLITIONOR MODIFICATION UNTIL NEW PIPING & BRANCHES ARE TIED IN & INSTALLED AND FINALPERMANENT SUPPORTS ARE IN PLACE.

32. LABEL ALL PIPING, EQUIPMENT & DUCTWORK WITH REFERENCE TO THEIR SERVICE ANDLOCATION. USE W.H.BRADY LABELS STYLE, B-946 VINYL FILM, 50mm WIDE. MATCHBUILDING IDENTIFICATION / LABELING SYSTEM AS FOLLOW:32.1. WHITE LETTERS & ARROWS ON GREEN TAPE:

32.1.1. CHILLED WATER SUPPLY & RETURN32.1.2.DRAINAGE, SANITARY, STORM & VENTS32.1.3.HVAC SUPPLY & RETURN, EXHAUST AIR & FRESH AIR INTAKE DUCTWORK

32.2. BLACK LETTERS & ARROWS ON YELLOW TAPE:32.2.1.HEATING WATER SUPPLY & RETURN32.2.2. STEAM PIPING

STEEL DECK (EXISTING)1

1

ROOF CURB DETAIL

12.7mm WATERPROOF GYPSUM BOARDMECHANICALLY FASTENED TO STEEL DECK (EXISTING)

2

3

4

5

6

7

9

2

3

4

5

6

7

8

9VAPOUR BARRIER SELF-ADHERING APPROVED(EXISTING)65mm POLYISO INSULATION (R18) (EXISTING)

PROTECTION RECOVERY BOARD (EXISTING)

2 PLY MODIFIED BITUMEN MEMBRANE (EXISTING)

STRUCTURAL SUPPORT (EXISTING)

2 PLY MODIFIED BITUMEN MEMBRANE FLASHED TONEW AHU SUPPORTS/ROOF CURB (EXISTING)

1250

min.

2510

12 TYPICAL:SELF-ADHESIVE NEOPRENE AIR & WATER SEAL (NEW)

10

11

12

13

450

11

13

2x4 CEDAR NAILER (EXISTING)

ROOFTOP ADAPTOR CURB (NEW)

2M1

ROOF CURB DETAILScale: NTS

RTU-3 ROOF

RTU-2 ROOF

OUTPUTCAPACITY

(kW)

2830 373 3.8 70 56 575/3/60R410A 102 82

3301 435 5.6 72 61 575/3/60R410A 102 82

NATURAL GAS PIPINGNG

1. RTU SUPPLIED BY DEPARTMENTAL REPRESENTATIVE. INSTALLED BY THIS CONTRACTOR.

49/52/60

49/52/60

4191x2388x1855

4191x2388x1855

2096

2096

OUTDOORAIR

CAPACITY(L/S)

FILTER

75550mm MERV 8,50mm MERV 13

566

660

TEE

150mm DIRT POCKET

EQUIPMENT

NG

GAS REGULATOR C/WAUTOMATIC LIMITINGDEVICE BY HEATERMANUFACTURER

GAS COCK BY HEATERMANUFACTURER

INSTALL TUBING WITH300mm U-BEND PARALLELTO THE EMITTER TUBE

1M1

NATURAL GAS CONNECTION DETAILScale: NTS

ACOUSTICALLY INSULATED DUCTWORK

50mm MERV 8,50mm MERV 13

50mm MERV 8,50mm MERV 13

OUTDOOR PACKAGED RTU, VAV TYPE, PROVIDED BYCONTRACTOR, VERTICAL RETURN INLET & SUPPLYDISCHARGE

OUTDOOR PACKAGED RTU, VAV TYPE, FILTERS SUPPLIEDBY DEPARTMENTAL REPRESENTATIVE, VERTICAL RETURNINLET & SUPPLY DISCHARGE

OUTDOOR PACKAGED RTU, VAV TYPE, FILTERS SUPPLIEDBY DEPARTMENTAL REPRESENTATIVE, VERTICAL RETURNINLET & SUPPLY DISCHARGE

J.ALEXANDER

R.CAMERON

M. FARID

J.ALEXANDER

J.ALEXANDER

Building and Energy EngineersUnit 101-399 Bayrose Dr, Ottawa, ON, Canada, K2J 5R5

T: 613-843-0065

www.proengconsulting.com

PWGSC A1 (841x594)

Administrateur de projets

No. du projet

No. du dessin

Date

Project Manager

Project no.

Drawing no.

Date

Reviewed By

Approved By

Date

Tender

Date

Designed By

Drawn By

Examiné par

Approuvé par

Soumission

Conçu par

Dessiné par

drawing

project

revisions

AC C

B

A

B

dessin

projet

date

CA

c

1000 10 20mm 40 60 80 120 140 160 180 200mm

(yyyy/mm/dd)

(yyyy/mm/dd)

(yyyy/mm/dd)

(yyyy/mm/dd)

description

no. du detail

sur dessin no.location drawing no.

drawing no.dessin no.

detail no.

ÉRIC VACHON

Project Manager

M. FARID, P. Eng.Director, Security & Facilities

CanadianSpace Agency

Agence spatialecanadienne

Issued for Review01 2017.06.28

PROJEC

T NO

RTH

N

This drawing is the sole property of theCanadian Space Agency "CSA" and cannot be distributed or reproduced without theexpress written permission of the "CSA".

Transfer of this drawing in hard copy and/orelectronic format to any other organizationmust be for a specific and limited use onlywith pre-authorization from the "CSA"project authority.

Upon completion of such use, all hardcopies and electronic files must bedestroyed and/or returned to the "CSA"project authority.

Contractor to verify all dimensions &conditions on site and immediately notifythe engineer of all discrepancies.

CSA15-M7b

PHASE 2RTU 1, 2, 3 REPLACEMENT

ADDRESS

2016-065

Issued for Permit/Tender02 2017.08.09

Re-Issued for Permit/Tender03 2020.05.22

M1

MECHANICALGENERAL NOTES,LEGEND, SCHEDULES& DETAILS

Page 3: PHASE 2 RTU 1 2 3 REPLACEMENT

UP

SKYLIGHT

SKYLIGHT

RD

ROOFELEVATORMACHINE

ROOMPH-102

RD

RD

ROOFOFFICE AREA

303

RD

RD

ROOFBAY 1

RD

RD

ROOFSTAIRWELL

"C"

RDRD

ROOFOFFICE AREA

306

RD

RTU-1 (X)

50Ø NG (X)

RTU-2 (X)

RTU-3 (X)

50Ø NG (E)50Ø NG (X)

50Ø NG (E)

50Ø NG (E)

50Ø NG (X)

1

1

2

2

1

2

DESCRIPTION OF HVAC DEMOLITION:

CONTRACTOR SHALL RETAIN BASE BUILDING CONTROLS CONTRACTOR TOREMOVE RTU CONTROL WIRING AND RETAIN FOR REUSE.

REMOVE EXISTING ROOFTOP UNIT C/W ASSOCIATED DUCTWORK,NATURAL GAS PIPING & ACCESSORIES. ROOF CURB TO REMAIN.

CONTRACTOR SHALL ALLOW FOR PHASED REPLACEMENT OF RTUs. REFERTO PHASING DESCRIPTION & SPECIFICATIONS FOR MORE DETAILS.

1

2

3

2x 3 4 5 6 7 8 9 9x

Cx

E

Ex

Fx

G

H

J

K

Building and Energy EngineersUnit 101-399 Bayrose Dr, Ottawa, ON, Canada, K2J 5R5

T: 613-843-0065

www.proengconsulting.com

PWGSC A1 (841x594)

Administrateur de projets

No. du projet

No. du dessin

Date

Project Manager

Project no.

Drawing no.

Date

Reviewed By

Approved By

Date

Tender

Date

Designed By

Drawn By

Examiné par

Approuvé par

Soumission

Conçu par

Dessiné par

drawing

project

revisions

AC C

B

A

B

dessin

projet

date

CA

c

1000 10 20mm 40 60 80 120 140 160 180 200mm

(yyyy/mm/dd)

(yyyy/mm/dd)

(yyyy/mm/dd)

(yyyy/mm/dd)

description

no. du detail

sur dessin no.location drawing no.

drawing no.dessin no.

detail no.

ÉRIC VACHON

Project Manager

M. FARID, P. Eng.Director, Security & Facilities

CanadianSpace Agency

Agence spatialecanadienne

Issued for Review01 2017.06.28

PROJEC

T NO

RTH

N

This drawing is the sole property of theCanadian Space Agency "CSA" and cannot be distributed or reproduced without theexpress written permission of the "CSA".

Transfer of this drawing in hard copy and/orelectronic format to any other organizationmust be for a specific and limited use onlywith pre-authorization from the "CSA"project authority.

Upon completion of such use, all hardcopies and electronic files must bedestroyed and/or returned to the "CSA"project authority.

Contractor to verify all dimensions &conditions on site and immediately notifythe engineer of all discrepancies.

CSA15-M7b

PHASE 2RTU 1, 2, 3 REPLACEMENT

ADDRESS

2016-065

Issued for Permit/Tender02 2017.08.09

Re-Issued for Permit/Tender03 2020.05.22

M2

ROOF HVAC DEMOLITIONScale: 1:100M2

ROOF LEVELHVACDEMOLITION

J.ALEXANDER

R.CAMERON

M. FARID

J.ALEXANDER

J.ALEXANDER

1

Page 4: PHASE 2 RTU 1 2 3 REPLACEMENT

UP

SKYLIGHT

SKYLIGHT

RD

ROOFELEVATORMACHINE

ROOMPH-102

RD

RD

ROOFOFFICE AREA

303

RD

RD

ROOFBAY 1

RD

RD

ROOFSTAIRWELL

"C"

RDRD

ROOFOFFICE AREA

306

RD

RTU-1 (N)

CAP (N)

RTU-2 (N)

RTU-3 (N)

50Ø NG (E)

50Ø NG (E)

50Ø NG (E)

50Ø NG (N)

50Ø NG (N)

50Ø NG (N)

1 2 3

1 2 3

4

1 2 3

DESCRIPTION OF HVAC NEW WORK:

INSTALL CONTRACTOR & DEPARTMENTAL REPRESENTATIVE SUPPLIEDROOFTOP UNITS & ACCESSORIES & PROVIDE ASSOCIATED DUCTWORK,NATURAL GAS PIPING & ACCESSORIES.

PROVIDE NEW INSULATED SEISMIC ADAPTOR ROOF CURBS FOR RTU-1,2,3.

CONNECT NEW RTU PACKAGED CONTROLLER TO EXISTING WIRING. ALLCONTROLS WORK SHALL BE COMPLETED BY BASE BUILDING CONTROLSCONTRACTOR. PROVIDE JOHNSON CONTROLS MODULE A419INTERLOCKED TO UNIT TO AVOID UNIT LOCK OUT ON DUCT HIGHTEMPERATURE. CONTROLS CONTRACTOR SHALL WIRE IN THE FOLLOWINGFIELD SENSORS TO RTU CONTROLLER:

· RETURN AIR TEMPERATURE SENSOR· SUPPLY DUCT PRESSURE SENSOR· BUILDING PRESSURE SENSOR· SUPPLY AIR TEMPERATURE SENSOR· OUTDOOR AIR TEMPERATURE SENSOR

PROVIDE 100MM THICK INSULATED CAP ON EXISTING DUCTWORK. MAKEWATER/AIR TIGHT.

CONTRACTOR SHALL ALLOW FOR PHASED REPLACEMENT OF RTUs. REFERTO PHASING DESCRIPTION & SPECIFICATIONS FOR MORE DETAILS.

REFER TO DETAIL 1/M1 FOR ROOFTOP UNIT NATURAL GAS CONNECTIONDETAIL.

REFER TO CONTROLS SPECIFICATION FOR DETAILS.

1

2

3

4

5

6

7

2x 3 4 5 6 7 8 9 9x

Cx

E

Ex

Fx

G

H

J

K

Building and Energy EngineersUnit 101-399 Bayrose Dr, Ottawa, ON, Canada, K2J 5R5

T: 613-843-0065

www.proengconsulting.com

PWGSC A1 (841x594)

Administrateur de projets

No. du projet

No. du dessin

Date

Project Manager

Project no.

Drawing no.

Date

Reviewed By

Approved By

Date

Tender

Date

Designed By

Drawn By

Examiné par

Approuvé par

Soumission

Conçu par

Dessiné par

drawing

project

revisions

AC C

B

A

B

dessin

projet

date

CA

c

1000 10 20mm 40 60 80 120 140 160 180 200mm

(yyyy/mm/dd)

(yyyy/mm/dd)

(yyyy/mm/dd)

(yyyy/mm/dd)

description

no. du detail

sur dessin no.location drawing no.

drawing no.dessin no.

detail no.

ÉRIC VACHON

Project Manager

M. FARID, P. Eng.Director, Security & Facilities

CanadianSpace Agency

Agence spatialecanadienne

Issued for Review01 2017.06.28

PROJEC

T NO

RTH

N

This drawing is the sole property of theCanadian Space Agency "CSA" and cannot be distributed or reproduced without theexpress written permission of the "CSA".

Transfer of this drawing in hard copy and/orelectronic format to any other organizationmust be for a specific and limited use onlywith pre-authorization from the "CSA"project authority.

Upon completion of such use, all hardcopies and electronic files must bedestroyed and/or returned to the "CSA"project authority.

Contractor to verify all dimensions &conditions on site and immediately notifythe engineer of all discrepancies.

CSA15-M7b

PHASE 2RTU 1, 2, 3 REPLACEMENT

ADDRESS

2016-065

Issued for Permit/Tender02 2017.08.09

Re-Issued for Permit/Tender03 2020.05.22

M3

ROOF HVAC NEW WORKScale: 1:100M3

ROOF LEVELHVACNEW WORK

J.ALEXANDER

R.CAMERON

M. FARID

J.ALEXANDER

J.ALEXANDER

1

Page 5: PHASE 2 RTU 1 2 3 REPLACEMENT

C

UPDN

273.000000X-360

273.000000X0

273.000000X-360

273.000000X0

273.000000X-360

273.000000X0

T

T

T

T

1200x450

900x450

273.000000X-360

273.000000X0

273.000000X-360

273.000000X0

1

2 3

1

64

432x1x

Fx

G

CDN

273.000000X-360

273.000000X0

273.000000X-360

273.000000X0

273.000000X-360

273.000000X0

273.000000X-360

273.000000X0

273.000000X-360

273.000000X0

273.000000X-360

273.000000X0

T

T

T

T

273.000000X-360

273.000000X0

273.000000X-360

273.000000X0

1

12

3

5

5

DESCRIPTION OF HVAC DEMOLITION:

REMOVE EXISTING DUCTWORK C/W ASSOCIATED TAKE-OFFS, BALANCINGDAMPERS, DIFFUSERS & ACCESSORIES.

REMOVE EXISTING VVT BOXES C/W ASSOCIATED DUCTWORK &ACCESSORIES & RETAIN FOR RE-USE IN NEW CONSTRUCTION.CONTRACTOR SHALL ALLOW FOR ELECTRICIAN TO DISCONNECT &RECONNECT 120/24V CONTROLS TRANSFORMER (DUCT MOUNTED) ATEACH VVT TERMINAL UNIT.

EXISTING BYPASS DAMPER TO REMAIN.

CONTRACTOR SHALL ALLOW FOR PHASED REPLACEMENT OF RTUs. REFERTO PHASING DESCRIPTION & SPECIFICATIONS FOR MORE DETAILS.

CONTRACTOR SHALL ALL FOR REMOVAL & REINSTATEMENT OF T-BARCEILING IN THIS AREA. SUSPEND LIGHTING FIXTURES & DEVICES ONCHAINS. TEMPORARILY SUSPEND HVAC GRILLES & DIFFUSERS AS REQUIRED.

1

2

3

4

5

432x1x

Fx

G

DESCRIPTION OF HVAC NEW WORK:

PROVIDE NEW DUCTWORK C/W ASSOCIATED TAKE-OFFS, BALANCINGDAMPERS, DIFFUSERS & ACCESSORIES.

RELOCATE VVT BOXES C/W ASSOCIATED DUCTWORK & ACCESSORIES.RECONNECT VVT BOX TO DDC CONTROL SYSTEM.

RELOCATE BYSPASS DAMPER & RECONNECT CONTROLS TO EXISTING.

NEW DUCTWORK LOCATED BELOW NEW RTU SHALL BE 16 GAUGE C/WACOUSTIC INSULATION.

CONTRACTOR SHALL ALLOW FOR PHASED REPLACEMENT OF RTUs. REFERTO PHASING DESCRIPTION & SPECIFICATIONS FOR MORE DETAILS.

CONTRACTOR SHALL ALL FOR REMOVAL & REINSTATEMENT OF T-BARCEILING IN THIS AREA. SUSPEND LIGHTING FIXTURES & DEVICES ONCHAINS. TEMPORARILY SUSPEND HVAC GRILLES & DIFFUSERS AS REQUIRED.

1

2

3

4

5

6

Building and Energy EngineersUnit 101-399 Bayrose Dr, Ottawa, ON, Canada, K2J 5R5

T: 613-843-0065

www.proengconsulting.com

PWGSC A1 (841x594)

Administrateur de projets

No. du projet

No. du dessin

Date

Project Manager

Project no.

Drawing no.

Date

Reviewed By

Approved By

Date

Tender

Date

Designed By

Drawn By

Examiné par

Approuvé par

Soumission

Conçu par

Dessiné par

drawing

project

revisions

AC C

B

A

B

dessin

projet

date

CA

c

1000 10 20mm 40 60 80 120 140 160 180 200mm

(yyyy/mm/dd)

(yyyy/mm/dd)

(yyyy/mm/dd)

(yyyy/mm/dd)

description

no. du detail

sur dessin no.location drawing no.

drawing no.dessin no.

detail no.

ÉRIC VACHON

Project Manager

M. FARID, P. Eng.Director, Security & Facilities

CanadianSpace Agency

Agence spatialecanadienne

Issued for Review01 2017.06.28

PROJEC

T NO

RTH

N

This drawing is the sole property of theCanadian Space Agency "CSA" and cannot be distributed or reproduced without theexpress written permission of the "CSA".

Transfer of this drawing in hard copy and/orelectronic format to any other organizationmust be for a specific and limited use onlywith pre-authorization from the "CSA"project authority.

Upon completion of such use, all hardcopies and electronic files must bedestroyed and/or returned to the "CSA"project authority.

Contractor to verify all dimensions &conditions on site and immediately notifythe engineer of all discrepancies.

CSA15-M7b

PHASE 2RTU 1, 2, 3 REPLACEMENT

ADDRESS

2016-065

Issued for Permit/Tender02 2017.08.09

Re-Issued for Permit/Tender03 2020.05.22

M4

THIRD LEVELHVAC DEMOLITION& NEW WORK

J.ALEXANDER

R.CAMERON

M. FARID

J.ALEXANDER

J.ALEXANDER

THIRD LEVEL HVAC NEW WORKScale: 1:100M4

2THIRD LEVEL HVAC DEMOLITIONScale: 1:100M4

1

AutoCAD SHX Text
OFFICE 306-a
AutoCAD SHX Text
OFFICE 306-b
AutoCAD SHX Text
OFFICE 306-c
AutoCAD SHX Text
OFFICE 306-d
AutoCAD SHX Text
OFFICE 306-e
AutoCAD SHX Text
OFFICE 306-f
AutoCAD SHX Text
OFFICE AREA 306
AutoCAD SHX Text
SD
AutoCAD SHX Text
VD
AutoCAD SHX Text
VD
AutoCAD SHX Text
VD
AutoCAD SHX Text
VD
AutoCAD SHX Text
150%%C
AutoCAD SHX Text
300 x 250
AutoCAD SHX Text
250 X 250
AutoCAD SHX Text
VD
AutoCAD SHX Text
200 x 250
AutoCAD SHX Text
SD
AutoCAD SHX Text
350 x 250 SAD-INS
AutoCAD SHX Text
VD
AutoCAD SHX Text
VD
AutoCAD SHX Text
FD
AutoCAD SHX Text
VD
AutoCAD SHX Text
VD
AutoCAD SHX Text
750 x 300
AutoCAD SHX Text
600 x 300 SAD-INS
AutoCAD SHX Text
600 x 300
AutoCAD SHX Text
SD
AutoCAD SHX Text
650x500 EAD FROM M-4 TO EF#6
AutoCAD SHX Text
RTU#2 SUPPLY
AutoCAD SHX Text
410X410 SAD-INS
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
1100x350 SAD-INS
AutoCAD SHX Text
VD
AutoCAD SHX Text
VD
AutoCAD SHX Text
VD
AutoCAD SHX Text
VD
AutoCAD SHX Text
T
AutoCAD SHX Text
RTU#2 BYPASS DAMPER (R)
AutoCAD SHX Text
EXISTING DUCT TO REMAIN
AutoCAD SHX Text
OFFICE 306-a
AutoCAD SHX Text
OFFICE 306-b
AutoCAD SHX Text
OFFICE 306-c
AutoCAD SHX Text
OFFICE 306-d
AutoCAD SHX Text
OFFICE 306-e
AutoCAD SHX Text
OFFICE 306-f
AutoCAD SHX Text
OFFICE AREA 306
AutoCAD SHX Text
SD
AutoCAD SHX Text
SD
AutoCAD SHX Text
VD
AutoCAD SHX Text
VD
AutoCAD SHX Text
VD
AutoCAD SHX Text
VD
AutoCAD SHX Text
150%%C
AutoCAD SHX Text
300 x 250
AutoCAD SHX Text
250 X 250
AutoCAD SHX Text
VD
AutoCAD SHX Text
SD
AutoCAD SHX Text
200 x 250
AutoCAD SHX Text
SD
AutoCAD SHX Text
350 x 250 SAD-INS
AutoCAD SHX Text
VD
AutoCAD SHX Text
VD
AutoCAD SHX Text
FD
AutoCAD SHX Text
VD
AutoCAD SHX Text
VD
AutoCAD SHX Text
VD
AutoCAD SHX Text
750 x 300
AutoCAD SHX Text
600 x 300 SAD-INS
AutoCAD SHX Text
600 x 300
AutoCAD SHX Text
450 x 1000 RAD-INS
AutoCAD SHX Text
500 x 900 RAD-INS
AutoCAD SHX Text
SD
AutoCAD SHX Text
650x500 EAD FROM M-4 TO EF#6
AutoCAD SHX Text
RTU#2 BYPASS DAMPER
AutoCAD SHX Text
RTU#2 SUPPLY
AutoCAD SHX Text
RTU#2 RETURN
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
1100x350 SAD-INS
AutoCAD SHX Text
VD
AutoCAD SHX Text
VD
AutoCAD SHX Text
VD
AutoCAD SHX Text
T
AutoCAD SHX Text
EXISTING DUCT TO REMAIN
Page 6: PHASE 2 RTU 1 2 3 REPLACEMENT

DFL PROJECTS GENERAL NOTES, & PROCEDURES:

1. THE GENERAL CONTRACTOR SHALL ARRANGE AND PAY FOR ALL NECESSARY PERMITS, INSPECTIONS & RE-INSPECTIONSREQUIRED TO BE PERFORMED BY LOCAL AUTHORITIES HAVING JURISDICTION INCLUDING INSPECTION AND TESTINGEXCEPT FOR BUILDING PERMIT TO THE CITY OF OTTAWA WHICH WILL BE APPLIED FOR BY OWNER. TURN OVER TO THEOWNER ALL ORIGINAL APPROVAL DOCUMENTATION & CERTIFICATES.

2. CONTRACTOR TO BE RESPONSIBLE FOR THE PROVISION (SUPPLY AND INSTALLATION) OF ALL MATERIALS, EQUIPMENT &SERVICES SHOWN ON THE PROJECT DRAWINGS & SPECIFICATIONS AS REQUIRED FOR A FULLY OPERABLE SYSTEM,UNLESS CHANGED OR REPLACED BY REVISED DRAWINGS, SPECIFICATIONS OR ADDENDA.

3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL,ELECTRICAL, PLUMBING & FIRE PROTECTION WORK. BE RESPONSIBLE FOR ALL FLOOR CUTTING, CORE DRILLING, ALLCHASES, OPENINGS AND PATCHING AS MAY BE REQUIRED BY ALL SUB TRADES WHO MAY OR MAY NOT BE UNDER HISCONTRACT AGREEMENTS.

4. DRAWINGS ARE NOT INTENDED TO SHOW THE DETAILS & ROUTE OF EACH COMPONENT TO BE INSTALLED ORREMOVED. THEY ARE ONLY PROVIDING A GENERAL OVERVIEW OF THE PROJECT SCOPE. THE CONTRACTOR SHALL BERESPONSIBLE TO REVIEW THE SITE CONDITIONS DURING THE TENDER PERIOD AND EXAMINE THE EXTENT OF THEDEMOLITION, REMOVALS & NEW INSTALLATIONS TO INCLUDE IN THE TENDER PRICE ALL NECESSARY LABOR ANDMATERIAL REQUIRED FOR A FULLY OPERABLE SYSTEM AS INTENDED.

5. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE CURRENT CODES, BY-LAWS ANDORDINANCES OF THE RELEVANT BUILDING AUTHORITIES WHERE VARIED BY THE PROJECT SPEC.

6. ALL DIMENSIONS TO BE VERIFIED ON SITE. EXACT LOCATION & ELEVATION OF EQUIPMENT IS SUBJECT TO SITEMEASUREMENTS.

7. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL MATERIAL, EQUIPMENT & FIXTURES TO ENGINEER FOR APPROVALBEFORE COMMENCING INSTALLATION OR ORDERING. ALL SAMPLES TO BE PROVIDED UPON CSA REQUEST AT NOADDITIONAL COST.

8. ALL SUPPLIED MATERIALS, FIXTURES & EQUIPMENT TO BE NEW, FREE FROM DEFECTS, CERTIFIED & APPROVED BY CODE.REUSE OF ANY EXISTING PARTS IN SOT PERMITTED UNLESS APPROVED BY OWNER.

9. CSA SHALL BE GIVEN THE OPTION OF RETAINING ANY REMOVED COMPONENTS OR EQUIPMENT. COORDINATE ANDHAND OVER TO CSA PROJECT MANAGER AS REQUIRED. DISPOSE OF ANY REMAINING OR UNWANTED EQUIPMENT ORSERVICES AND REMOVE OFF SITE IN A LEGAL MANNER AND COMPLY WITH THE ENVIRONMENTAL PROTECTION ACT,ONTARIO REGULATIONS FOR WASTE MANAGEMENT PROGRAM. CERTIFICATE OF DISPOSAL TO BE HANDED OVER TOOWNER AFTER REMOVALS ARE DONE.

10. INSTALL ALL EQUIPMENT IN FULL ACCORDANCE WITH THE MANUFACTURER SPECIFICATIONS & RECOMMENDATIONS.

11. ALL TRADES SHOULD BE LICENSED TO PERFORM ALL WORK SHOWN ON THE DRAWINGS INCLUDING REMOVALS &DEMOLITION.

12. DO NOT DAMAGE EXISTING FIRE SEPARATIONS AND FIRE PROTECTIONS IN THE PROJECT AREAS. ANY DAMAGESINCURRED TO EXISTING FIRE SEPARATIONS AND PROTECTIONS SHALL BE RESTORED TO APPROVED CONDITIONS TOMEET REQUIRED RATING AND CODES AT NO ADDITIONAL COSTS TO THE PROJECT.

13. UNDER ANY CIRCUMSTANCES, DO NOT BLOCK REQUIRED ACCESS TO EXITS AND FIRE ESCAPE ROUTES DURING THEPROJECT DURATION. ALL EXISTING LIFE SAFETY SYSTEMS AND INDICATORS SHALL BE OPERATIONAL AT ALL TIMES.

14. SMOKE EATERS & POWERED EXHAUST FANS VENTED TO OUTSIDE OF BUILDING MUST BE USED DURING ALL BRAZING /WELDING / SOLDERING / CUTTING / GRINDING ACTIVITIES TO MINIMIZE CONTAMINATION & ODOR TO ADJACENTAREAS PARTICULARLY IN CLEAN ROOMS. PROVIDE 72 HOUR NOTICE TO CSA TO ARRANGE FOR HOT WORK PERMITS.

15. CONTRACTOR TO PROTECT ALL ARCHITECTURAL FINISHES & FLOORING DURING CONSTRUCTION, BE RESPONSIBLE FORANY DAMAGES TO EXISTING SURFACES RESULTING FROM ALL PROJECT'S WORK. THE CONTRACTOR SHALL MAKE GOODALL DAMAGED SURFACES INCLUDING ANY PAINT TOUCH-UPS REQUIRED. REPAIR ALL WALLS, FLOORS & CEILINGS INCORE AREA WHERE MECHANICAL & ELECTRICAL SERVICES PASS THROUGH.

16. EXACT TARPING LIMITS AND ACCESS ROUTES TO BE DETERMINED ON SITE IN COORDINATION WITH CSA PROJECTMANAGER.16.1. ALL TARPS TO BE NEW HEAVY DUTY POLYETHYLENE, WATER / MILDEW / TEAR RESISTANT, WHITE, TIGHT SEALED

FROM DECK TO FLOOR, CONTRACTOR TO PROVIDE ACCESS ZIPPERS OR DOORS AS REQUIRED BY CSA, USE METALSTUDS AS FRAMING SUPPORTS, NO WOOD MATERIALS TO BE USED IN TARPS CONSTRUCTION UNLESS APPROVEDBY CSA.

16.2. APPROVED METHODS TO ATTACH STUDS / TARPS TO BUILDING AS FOLLOW:16.2.1. ON FLOORS: HEAVY DUTY COMMERCIAL DOUBLE SIDED TAPE TO SECURE METAL STUDS TO FLOORS, USE

OF SCREWS OR TAPCONS ARE NOT PERMITTED.16.2.2. ON DRYWALLS / MASONRY / METAL SIDING WALLS: DUCT OR TUCK TAPE IS NOT ALLOWED DIRECTLY ON

BUILDING FINISHES AS IT WILL DAMAGE THEM WHEN REMOVED; APPLY MASKING PAINT GREEN TAPE FIRSTAND THEN DUCT / TUCK TAPE ON TOP OF IT. STUDS CAN BE SCREWED TO DRYWALL / MASONRY WALLSGIVING THAT ALL HOLES WILL BE PATCHED & PAINTED (WHOLE WALL / AREA TO BE PAINTED, SMALL /LOCAL PAINT PATCHES ARE NOT PERMITTED).

16.3. TARPS COULD BE HANGED OFF BUILDING STEEL STRUCTURAL USING HIGH STRENGTH CABLE TIES, PROVIDEHEAVY GAUGE UNISTRUTS AS NEEDED FOR CROSS RUNS OR TO DISTRIBUTE TARPS LOAD.

16.4. HANGING TARPS FROM BUILDING SERVICES (DUCTWORK, CONDUITS, PIPES, SUPPORTS, HANGERS … ETC.) IS NOTPERMITTED.

16.5. CONTRACTOR IS RESPONSIBLE FOR CLEANING, PATCHING, REPAIRING & PAINTING ALL DAMAGED SURFACES &TAPE MARKS AFTER REMOVING TARPS.

17. PROVIDE FLOOR PROTECTION TO ENTIRE PROJECT AREAS AS FOLLOW:17.1. FLOOR TO BE WIPED CLEAN FROM ANY DEBRIS OR DUST PARTICLES.17.2. PROVIDE MIN. 1/8" FOAM LAYER DIRECTLY ON ALL FLOORING.17.3. PROVIDE HARD SHEETS ON TOP OF FOAM LAYER, ALL SHEETS SEAMS TO BE DUCT-TAPED TO PREVENT DEBRIS /

DUST FROM GETTING TRAPPED UNDER THE PROTECTION SHEETS. USE OF OSB SHEETS IS NOT PERMITTED.

18. PROVIDE FURNITURE AND EQUIPMENT PROTECTION AS FOLLOW:18.1. OFFICE / LAB FURNITURE AND EQUIPMENT: TO BE COMPLETELY COVERED AND WRAPPED WITH NEW HEAVY DUTY

CLEAR PLASTIC ROLL SHEETS.18.2. SENSITIVE LAB TESTING EQUIPMENT: TO BE COMPLETELY COVERED AND WRAPPED WITH NEW HEAVY DUTY CLEAR

PLASTIC ROLL SHEETS, CLEAN SCAFFOLDING TO BE ERECTED ON TOP OF ALL LAB EQUIPMENT TO PROTECT FROMPOSSIBLE FALLING OBJECTS.

19. CONTRACTOR TO PROVIDE BILINGUAL CONSTRUCTION, ACCESS & SAFETY SIGNAGE, SIGNS TO BE POSTED ON ALLPROJECT FENCES & ENTRANCES AT THE START OF PROJECT AND BEFORE COMMENCING ANY WORK.

20. ACCESS TO THE SITE FOR MATERIAL, WORK FORCES AND FOR WASTE REMOVAL IS TO BE COORDINATED WITH CSAPROJECT MANAGER, USE ONLY ELEVATORS DESIGNATED BY CSA AND PROTECT THEM FROM DAMAGE.

21. WHEN TESTING ACTIVITIES ARE NOT UNDERWAY, LARGE OR SMALL LOADING DOCKS CAN BE USED TO MOVEMATERIALS IN AND OUT OF THE BUILDING FROM 7:00 AM TO 8:00 AM WITHOUT CSA NEEDING TO PROVIDE NOTICE TOBUILDING STAFF. IF ACCESS IS REQUIRED AFTER THIS TIME OR FOR LONGER PERIODS, 72 HOUR NOTICE MUST BEPROVIDED TO CSA TO CONFIRM AVAILABILITY AND ARRANGE FOR PROPER NOTICES.

22. SANITARY FACILITIES WILL BE ASSIGNED FOR CONTRACTOR'S PERSONNEL. OTHERS SHALL NOT BE USED. KEEPFACILITIES CLEAN.

23. ONLY DESIGNATED AREAS ARE TO BE USED FOR LUNCH AND BREAK TIME. ALL OTHER AREAS ARE OFF LIMITSINCLUDING CAMPUS CAFETERIA.

24. CONTRACTOR TO RESPECT ALL BUILDING FLOOR LOADING LIMITATIONS, COORDINATE AND CONFIRM WITH CSAPROJECT MANAGER PRIOR TO BRING IN ANY HEAVY TOOLS, EQUIPMENT AND LIFTS.

25. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO KEEP THE OWNER'S ACCESS AREAS AND CORRIDORS CLEAN AT ALLTIMES.25.1. CLEAN AND REMOVE ALL DEMOLITION AND CONSTRUCTION WASTE FROM PROJECT SITE ON DAILY BASIS AND

UPON COMPLETION OF PROJECT.25.2. DO NOT USE CSA WASTE CONTAINERS. AN AREA WILL BE DESIGNATED FOR LOCATING CONTRACTOR WASTE BINS.25.3. CONTRACTOR TO PROVIDE ALL CLEANING EQUIPMENT & SUPPLIES, USE OF BUILDING CLEANING EQUIPMENT OR

SUPPLIES ARE NOT PERMITTED.

26. DO NOT SUBJECT ANY PART OF THE BUILDING TO ANY NOISE, DUST OR ANY OTHER UNACCEPTABLE ENVIRONMENTALCONDITIONS DURING THE COURSE OF THE PROJECT. ANY NOISY / DUSTY / SMELLY ACTIVITIES SHALL BE DONE AFTERREGULAR WORKING HOURS OR WEEKENDS, COORDINATE WITH CSA PROJECT MANAGER WITH A MINIMUM NOTICE OF 72HOURS.

27. ALL PENETRATIONS THROUGH WALLS AND FLOORS SHALL BE SAW-CUT OR CORE DRILLED. JACK HAMMERING IS NOTPERMITTED. ALL WALLS, FLOORS & CEILINGS PENETRATIONS TO BE SEALED BY CONTRACTOR IN ACCORDANCE WITHAPPLICABLE CODES & THE ENGINEER'S REQUIREMENTS.

28. PARTS NOTED TO BE SUPPLIED BY OWNER SHALL BE FULLY INSTALLED & SUPPORTED BY CONTRACTOR AT NOADDITIONAL COST.

29. PROJECTS MAY TAKE PLACE IN A CLEANROOM ENVIRONMENT, MANDATING SPECIAL MEASURES BE TAKEN TO REDUCELABORATORY DISRUPTION. CLASS 8 CLEANROOM STANDARDS ARE TO BE MET FOR THE AREA SURROUNDINGCONSTRUCTION AT ALL TIMES AND ARE SUBJECT TO VERIFICATION.

30. ALL PERSONNEL MUST ATTEND MANDATORY DFL BRIEFING ON THE FIRST DAY OF PROJECT AND BEFORE STARTING ANYWORK, ADHERE TO THE INFORMATION PRESENTED AT ALL TIMES. ANY PERSON WHO DID NOT ATTEND THIS BRIEFINGWILL NOT BE ALLOWED TO WORK ON SITE - NO EXCEPTIONS

31. IMPROPER / UNCLEAN / RIPPED CLOTHING, FOUL LANGUAGE, IMPROPER BEHAVIOR, SMOKING IN UNDESIGNATED AREASINCLUDING E-CIGARETTES WILL NOT BE TOLERATED AND WORKER WILL BE ESCORTED OFF CAMPUS IMMEDIATELY - NOEXCEPTIONS.

32. CSA, AT THEIR DISCRETION, MAY REQUEST A WORKER TO LEAVE THE SITE IF THERE IS DEMONSTRATED IMPAIREDMENTAL OR PHYSICAL CAPABILITY AFFECTING HIS/HER WORK PERFORMANCE AND POSSIBLY PUTTING OTHERS AT RISKDUE TO CONSUMPTION OF ALCOHOL OR ILLEGAL SUBSTANCES.

33. DFL IS A HIGH PROFILE OCCUPIED BUILDING, USE OF MUSIC OR RADIO ON SITE IS NOT PERMITTED AT ALL TIMES.

34. ALL GC & SUB-TRADES WORKERS HAVE TO BE ESCORTED AT ALL TIMES WHILE IN BUILDING AND ON CAMPUS.34.1. CSA WILL PROVIDE SECURITY COMMISSIONAIRES TO ESCORT.34.2. PRIOR TO PROJECT START, GC TO PROVIDE A FULL LIST OF ALL PERSONNEL WORKING ON THE PROJECT AS WELL

AS ENGINEERS, SUPPLIERS & INSPECTORS IF POSSIBLE TO ISSUE NECESSARY FORMS FOR SITE AND BUILDINGACCESS.

34.3. PROVIDE AT LEAST 72 HOUR NOTICE FOR ANY ADDITIONAL NAMES OR FOR AFTER HOURS OR WEEKEND WORK.34.4. NOTIFY CSA IMMEDIATELY OF ANY CHANGE IN SCHEDULE THAT AFFECTS THE NEED FOR SECURITY ESCORTS.34.5. INDIVIDUALS WHO ARE NOT ON THAT LIST WILL BE DENIED ACCESS WITH NO EXCEPTIONS.

35. GENERAL CONTRACTOR REPRESENTATIVE HAS TO BE PRESENT ON SITE AT ALL TIMES AND ACCOMPANY ALL SUB-TRADEWORKERS; SUB-TRADES ARE NOT ALLOWED TO BE ON SITE OR TO WORK WITHOUT THE PRESENCE OF GC - NOEXCEPTIONS.

36. WEEKEND AND/OR AFTER-HOURS SHUTDOWNS TO BE SCHEDULED IN AGREEMENT WITH CSA PROJECT MANAGER.PROVIDE AT LEAST 72 HOUR NOTICE IN ADVANCE.

37. CSA IS COMMITTED TO ENSURING A HEALTHY AND SAFE ENVIRONMENT FOR ITS EMPLOYEES, CONTRACTORS ANDVISITORS AND WILL ALIGN ITSELF WITH CONTRACTORS WHO SHARE IN THIS VISION.37.1. THE REQUIREMENTS OUTLINED BELOW ARE PROVIDED AS REFERENCE AND ARE THERE TO ASSIST THE

CONTRACTING COMPANY WHO PERFORMS THE WORK AND ACCEPTS THIS COMMITMENT COMPLETELY:37.1.1. ONTARIO OCCUPATIONAL HEALTH AND SAFETY ACT: HTTP://WWW.E-LAWS.GOV.ON.CA37.1.2. INFRASTRUCTURE HEALTH AND SAFETY ASSOCIATION "GUIDE TO DEVELOPING HEALTH AND SAFETY

POLICIES AND PROGRAMS IN CONSTRUCTION" A COMPREHENSIVE GUIDE GEARED TO MID- TOLARGE-SIZED GENERAL CONTRACTORS FOR DEVELOPING AND IMPLEMENTING AN EFFECTIVE HEALTH ANDSAFETY PROGRAM: HTTP://WWW.IHSA.CA

37.1.3. INFRASTRUCTURE HEALTH AND SAFETY ASSOCIATION "CONSTRUCTION HEALTH AND SAFETY MANUAL".GUIDANCE ON HAZARD CONTROLS FOR ONTARIO CONTRACTORS: HTTP://WWW.IHSA.CA

37.2. THE GENERAL CONTRACTOR WILL BE REQUIRED TO PREPARE AND SUBMIT TO THE CSA PROJECT MANAGER A FULLPROJECT HEALTH AND SAFETY PLAN, HEREIN CALLED PHSP, PRIOR TO THE COMMENCEMENT OF ANY WORKS ANDWITHIN 2 WEEKS OF CONTRACT AWARD.

37.3. THE GENERAL CONTRACTOR SHALL PROVIDE CSA PROJECT MANAGER A COPY OF ALL NOTICES OR OTHERWRITTEN CORRESPONDENCE PROVIDED TO OR RECEIVED BY THE ONTARIO MINISTRY OF LABOR, FOR THEDURATION OF THE CONTRACT.

37.4. THE GENERAL CONTRACTOR SHALL FULLY IMPLEMENT THE PHSP FOR THE FULL DURATION OF THE CONTRACT.37.5. A COPY OF ALL APPLICABLE TRAINING CERTIFICATES MUST BE PROVIDED PRIOR TO COMMENCING ANY WORK.

CERTIFICATES MUST SHOW EXACT COMPANY NAME AND ADDRESS THAT PROVIDED THE TRAINING. CSA RESERVESTHE RIGHT TO REQUEST THE COURSE OUTLINE FROM THE COMPANY THAT PROVIDED THE TRAINING. IF THEPROOF OF TRAINING DOES NOT DEMONSTRATE THE WORKER AS BEING COMPETENT OPERATORS, FURTHERTRAINING MAY BE REQUESTED BY THE CSA PRIOR TO COMMENCING ANY WORK AT NO ADDITIONAL COST.

38. GC TO PROVIDE A MINIMUM OF 48 HOUR NOTICE TO CSA PRIOR FOR ANY DELIVERIES. GENERAL CONTRACTOR MUSTBE ON SITE TO RECEIVE THE SHIPMENT. IF THE DELIVERY PERTAINS TO LIFTING EQUIPMENT, THE QUALIFIEDCONTRACTOR SCHEDULED TO USE THE EQUIPMENT MUST INSPECT AND RECEIVE THE LIFT FROM THE COMPANY.

39. GC AND ALL HIS SUB-TRADES ARE RESPONSIBLE TO PROVIDE ALL LADDERS, SCAFFOLDING, LIFTS, CRANES AND ALLOTHER EQUIPMENT & TOOLS REQUIRED FOR PROJECT SCOPE INCLUDING INSTALLING & REMOVING TARPS &PROTECTION MATERIALS. USE OF BUILDING TOOLS, EQUIPMENT, TROLLIES, FORKLIFTS, SKIDS, LADDERS, LIFTS, CRANES… ETC. ARE NOT PERMITTED.

40. ALL TRADES TO FOLLOW BUILDING SERVICE ELEVATIONS STANDARD AS FOLLOW:

41. GENERAL CONTRACTOR AND ALL TRADES TO FOLLOW ALL CAMPUS & CSA/DFL PROCEDURES AT ALL TIMES, GC ISRESPONSIBLE TO DISTRIBUTE ALL PROCEDURES TO ALL HIS WORKERS & SUB-TRADES.

GENERAL ELECTRICAL NOTES:

1. THESE DRAWINGS MUST BE READ IN CONJUNCTION WITH ALL ISSUED CONTRACT SPECIFICATIONS,ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS, EXCEPT WHERE REPLACED ORCHANGED BY DIRECTIVE OR CORRECTIVE ADDENDA OR REVISED DRAWINGS AND SPECIFICATIONS.

2. ALL WORK MUST BE IN FULL ACCORDANCE WITH THE CANADIAN ELECTRIC CODE PART 1 C22.1-02 AND THE LATESTEDITION OF THE ONTARIO SAFETY CODE.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROVISION (SUPPLY, INSTALLATION & WIRING) OF ALLEQUIPMENT SHOWN ON THE CONTRACT DRAWINGS AND SPECIFICATIONS UNLESS CHANGED OR REPLACED BYREVISED DRAWINGS, SPECIFICATIONS ADDENDA.

4. THE SUCCESSFUL BIDDER SHALL ARRANGE AND PAY FOR ALL NECESSARY PERMITS AND WORK REQUIRED TO BEPERFORMED BY LOCAL AUTHORITIES INCLUDING INSPECTION BY ESA AND TESTING.

5. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. EXACT LOCATION OF EQUIPMENT IS SUBJECT TO SITEMEASUREMENTS.

6. ALL BIDDERS AND THEIR SUB TRADES ARE STRONGLY ADVISED TO ATTEND THE SITE VISIT TO FAMILIARIZETHEMSELVES WITH THE SITE CONDITIONS AND EXACT SCOPE OF WORK. .

7. IF ANY DISCREPANCY OCCURS ON THE ENGINEER'S DRAWINGS, THE CONTRACTOR SHALL, DURING TENDERING,ASSUME THE LARGER / GREATER. ANY DISCREPANCY SHALL BE REFERRED TO THE ENGINEER BEFOREPROCEEDING WITH THE WORK.

8. DRAWINGS ARE NOT INTENDED TO SHOW THE DETAILS OF CONDUIT ROUTES, OFFSETS, ETC. BE RESPONSIBLEFOR CAREFULLY EXAMINE THE WORK SITE PRIOR TO TENDER CLOSE-OUT AND INCLUDE IN THE TENDER PRICE ALLNECESSARY LABOR AND MATERIAL REQUIRED FOR A FULLY OPERABLE SYSTEM AS INTENDED.

9. PARTS NOTED ON DRAWINGS TO BE SUPPLIED BY OWNER SHALL BE FULLY INSTALLED & SUPPORTED BYCONTRACTOR.

10. ALL WIRING TO BE MINIMUM #12 AWG COPPER STRANDED WIRES UNLESS OTHERWISE STATED. CONDUITS &JUNCTION BOXES SHALL NOT BE LOADED MORE THAN 60% OF ITS MAXIMUM RATED CAPACITY.

11. ALL ELECTRICAL RACEWAYS & EQUIPMENT TO BE SQUARE TO BUILDING LINES AND SHALL BE SEPARATELYSUPPORTED FROM BUILDING STRUCTURE. A GROUND CONDUCTOR IS REQUIRED IN ALL RACEWAYS.

12. ALL CONNECTORS & COUPLINGS SHALL BE STEEL WITH INSULATED THROATS, ALL CONDUITS TO BE EMT, MINIMUMOF 3/4" UNLESS OTHERWISE STATED, ARMORED CABLE IS NOT A CONDUIT & PROJECT MANAGER MUST APPROVETHE USE OF IT.

13. LOCATE ALL BOXES ON STRAIGHT RUNS, EACH BOX TO BE BONDED.

14. ALL CONDUIT RUNS SHALL BE COLOR CODED TO BUILDING COLOR CODE, ALL CONDUITS TO BE MARKED AT THESTART AND END OF EACH RUN & AT BOTH SIDES OF ANY WALL, STANDARD ELECTRIC TAPE IS TO BE USED FORMARKING.

15. ALL OUTLETS, SWITCHES, COMMUNICATION JACKS TO BE WHITE, DECORA STYLE W/ BRUSHED STAINLESS STEELCOVER PLATE.

16. USE OF TIE WRAPS OR TIE WIRE IS NOT ACCEPTABLE.

17. ALL CONDUITS RUNS LENGTH SHOWN ON DRAWINGS ARE FOR GENERAL REFERENCE ONLY, CONTRACTOR TOEXAMINE SITE TO DETERMINE EXACT ROUTE & DIMENSIONS.

18. IMMEDIATELY AFTER AWARDING THE CONTRACT, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A DETAILEDWORK SCHEDULE, IN THE FORM OF COMPUTERIZED BAR CHART OUTLINING ALL PROJECT ACTIVITIES ANDSCHEDULED SHUT DOWNS.

19. CORE DRILL WALLS AND FLOORS FOR NEW SERVICES & WIRING. SEALING OF ALL EXISTING OPENINGS AFTERSERVICES ARE REMOVED SHALL FORM PART OF THIS CONTRACT.

20. INSTALL EQUIPMENT IN FULL ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS.

21. BE RESPONSIBLE FOR REMOVAL AND REINSTATING CEILINGS AS NECESSARY.

22. WORK UNDER THIS PROJECT MAYBE CONDUCTED AT ELEVATIONS IN EXCESS OF 15M± (50 FT ±), CONTRACTORMUST ENSURE THAT ALL STAFF & SUB CONTRACTORS ARE TRAINED IN ELEVATED WORK AND FALL PROTECTION.

23. ALL SERVICES OR EQUIPMENT THAT IS SHOWN TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETYCOMPLETE WITH ALL ASSOCIATED SERVICES, SUPPORTS, HANGERS ETC. ANY ABANDONED OR UNUSEDCOMPONENTS FOUND WITHIN THE SCOPE OF THIS PROJECT SHALL BE TERMINATED, REMOVED AND REMAINING IFANY SHALL BE MADE SAFE.

24. DRAWINGS ARE NOT INTENDED TO SHOW THE DETAILS OF EACH COMPONENT TO BE INSTALLED OR REMOVED.THEY ARE ONLY PROVIDING A GENERAL OVERVIEW OF THE PROJECT SCOPE. BE RESPONSIBLE TO REVIEW THESITE CONDITIONS DURING THE TENDER PERIOD AND EXAMINE THE EXTENT OF THE DEMOLITION, REMOVALS &NEW INSTALLATIONS.

25. OWNER SHALL BE GIVEN THE OPTION OF RETAINING ANY REMOVED COMPONENTS OR EQUIPMENT. COORDINATEAND HAND OVER AS NECESSARY. DISPOSE OF ANY REMAINING UNWANTED EQUIPMENT OR SERVICES ANDREMOVE OFF SITE.

26. DO NOT SUBJECT ANY PART OF THE BUILDING TO ANY NOISE, DUST OR ANY OTHER UNACCEPTABLEENVIRONMENTAL CONDITIONS DURING THE COURSE OF THE PROJECT. ANY NOISY / DUSTY / SMELLY ACTIVITIESSHALL BE DONE AFTER HOURS OR AT WEEKENDS, COORDINATE WITH CSA PROJECT MANAGER WITH A MINIMUMNOTICE OF 48 HOURS.

DESCRIPTIONSYMBOL

POWER AND SYSTEMS LEGEND

ELECTRICAL PANELMOUNTING: SURFACE / RECESSED

DESCRIPTIONSYMBOL

LINETYPE LEGEND

EXISTING CONDUIT/EQUIPMENT

EXISTING CONDUIT/EQUIPMENT TO BE REMOVED/RELOCATED

NEW/RELOCATED CONDUIT/EQUIPMENT

MECHANICAL EQUIPMENT

ROOM OUTLINE

ELECTRICAL BOX: JB - POWER

DIRECT MOTOR CONNECTION TO 600V 3Ø EQUIPMENT,HOSEPOWER INDICATED

1/3

DISCONNECT

JB

DUPLEX RECEPTACLE GFI 5-20R

CONDUIT STUB C/W INSULATED PLASTIC BUSHINGS / CONDUITUP / CONDUIT DOWN

CONDUIT BELOW GRADE/SLAB

15KVAT1 600V TO 120/208V TRANSFORMER (SIZE INDICATED)

WP

SPLITTER SPLITTER

MCC MOTOR CONTROL CENTRE

M.LACHOWICZ

P.DESJARDINS

M.LACHOWICZ

M.LACHOWICZ

M.LACHOWICZ

2020-05-22

Building and Energy EngineersUnit 101-399 Bayrose Dr, Ottawa, ON, Canada, K2J 5R5

T: 613-843-0065

www.proengconsulting.com

PWGSC A1 (841x594)

Administrateur de projets

No. du projet

No. du dessin

Date

Project Manager

Project no.

Drawing no.

Date

Reviewed By

Approved By

Date

Tender

Date

Designed By

Drawn By

Examiné par

Approuvé par

Soumission

Conçu par

Dessiné par

drawing

project

revisions

AC C

B

A

B

dessin

projet

date

CA

c

1000 10 20mm 40 60 80 120 140 160 180 200mm

(yyyy/mm/dd)

(yyyy/mm/dd)

(yyyy/mm/dd)

(yyyy/mm/dd)

description

no. du detail

sur dessin no.location drawing no.

drawing no.dessin no.

detail no.

ÉRIC VACHON

Project Manager

M. FARID, P. Eng.Director, Security & Facilities

CanadianSpace Agency

Agence spatialecanadienne

Issued for Review01 2017.06.28

PROJEC

T NO

RTH

N

This drawing is the sole property of theCanadian Space Agency "CSA" and cannot be distributed or reproduced without theexpress written permission of the "CSA".

Transfer of this drawing in hard copy and/orelectronic format to any other organizationmust be for a specific and limited use onlywith pre-authorization from the "CSA"project authority.

Upon completion of such use, all hardcopies and electronic files must bedestroyed and/or returned to the "CSA"project authority.

Contractor to verify all dimensions &conditions on site and immediately notifythe engineer of all discrepancies.

CSA15-M7b

PHASE 2RTU 1, 2, 3 REPLACEMENT

ADDRESS

2016-065

Issued for Permit/Tender02 2017.08.09

Re-Issued for Permit/Tender03 2020.05.22

E1

ELECTRICALGENERAL NOTES,LEGENDS, ANDSCHEUDLES

Page 7: PHASE 2 RTU 1 2 3 REPLACEMENT

PANELSWITCHGEAR

600V

2500 A

3Ø/4W

PANELE10-2-SP

600V

1200 A

3Ø/4W

BASEMENT LEVEL

GROUND LEVEL

SECOND LEVEL

THIRD LEVEL

FOURTH LEVEL

PANEL207-1-SP

600V

800 A

3Ø/4W

18KA

MCC-E14-1

100 AF

WP

RTU-2

THIRD LEVEL ROOF

SPLITTER M3

1

3P

90A

3P

90A

2

__AF

__AT

ELEC ROOM E3 ELEC ROOM E10

3P

90A

100 AF

WP

RTU-3

3

100 AF

WP

RTU-1

PANELSWITCHGEAR

600V

2500 A

3Ø/4W

PANELE10-2-SP

600V

1200 A

3Ø/4W

BASEMENT LEVEL

GROUND LEVEL

SECOND LEVEL

THIRD LEVEL

FOURTH LEVEL

PANEL207-1-SP

600V

800 A

3Ø/4W

18KA

MCC-E14-1

60AF

WP

7.5

RTU-1

60AF

WP

5

RTU-2

60 AF

WP

THIRD LEVEL ROOF

SPLITTER M3 1

3P

60A

3P

60A

2

VFD VFD

WP4

3

5

ELEC ROOM E3 ELEC ROOM E10

5

RTU-3VFD

JBHUMIDIFIERRTU-3 (FUTURE)

6

5

3P

60A

WP

DESCRIPTION OF SITE DISTRIBUTION DEMOLITION:

TYPICAL:DISCONNECT RTU-2, AND RTU-3. RETAIN CONDUIT AND WIRING FORRE-USE IN NEW CONSTRUCTION. REMOVAL OF RTUs BY MECHANICALTRADES.

TYPICAL:DISCONNECT AND REMOVE 3P BREAKERS SERVING RTU-1, AND RTU-2.RETAIN CONDUIT AND WIRING FOR RE-USE IN NEW CONSTRUCTION.

DISCONNECT AND REMOVE FUSED DISCONNECT BUCKET IN EXISTINGMCC-E14-1.

1

2

3

DESCRIPTION OF SITE DISTRIBUTION NEW WORK:

TYPICAL:PROVIDE CONNECTION TO FACTORY MOUNTED DISCONNECT ON RTU-1,RTU-2, AND RTU-3 (TYPICAL OF EACH: 600V, 3Ø, 60HZ, FLA: 48.5A, MCA:52A, MOP: 60A) C/W CONDUIT AND WIRING RETAINED DURINGDEMOLITION. MODIFY AND EXTEND CONDUIT AND WIRING AS REQUIRED.

TYPICAL:PROVIDE 60A 3-POLE BREAKERS IN PANEL 207-1-SP FOR RTU-1, RTU-2,AND RTU-3. PROVIDE CONNECTION TO CONDUIT AND WIRING RETAINEDDURING DEMOLITION.

TYPICAL (OF 3):FACTORY INSTALLED AND WIRED VFD DRIVES.

TYPICAL (OF 3):PROVIDE CONNECTION TO FACTORY INSTALLED GFCI SERVICERECEPTACLE C/W CONDUIT, WIRING, AND 20A 1-POLE BREAKER.

TYPICAL (OF 3):PROVIDE FIRE ALARM CONNECTION FROM LOCAL FIRE ALARM SIGNALNEXT TO EACH RTU TO DRY CONTACT ON RTU-1, RTU-2, AND RTU-3CONTROL TERMINAL STRIP C/W CONDUIT AND WIRING.

PROVIDE CONNECTION BETWEEN EXISTING SPARE 100A FRAME INMCC-E14-1 C/W CONDUIT AND WIRING DOWN SHAFT TO THIRD LEVEL.PROVIDE 200MM X 200MM X 100MM JUNCTION BOX IN SHAFT FORFUTURE HUMIDIFIER CONNECTION SERVING RTU-3. COIL MINIMUM 500MMOF WIRES IN SPARE JUNCTION BOX FOR FUTURE CONNECTIONS.DISCONNECT IS TO BE LEFT UNFUSED. PROVISION OF FUSE ANDHUMIDIFIER NOT IN CONTRACT.

1

2

3

4

5

6

ELECTRICAL ROOM E3

SOURCESIZE

[mm]Ø

REMARKS

LEGEND: -- : NOT APPLICABLE : FOR CONTRACTORS USE, TO BE COORDINATED ON SITE.NOTES : ALL FEEDERS SHALL HAVE SEPARATE GROUND CONDUCTOR.

REUSE EXISTING WIRING

DISTRIBUTION FEEDER SCHEDULE

FEEDER ROUTING RACEWAY DETAILS

NUMBEROF RUNS

TYPE

WIRE DETAILS

QUANTITY GUAGE

RTU-2

21

21

1

1 EMT

3

3

EXISTING

EXISTING

EMT

TYPE

RW90

RW90

VOLTAGE(V)

600

600

DESTINATION

RTU-3

RTU-2 DISCONNECT/VFD-RTU-2

RTU-3 DISCONNECT/VFD-RTU-3

NUMBEROF RUNS

1

1

LENGTH

REUSE EXISTING WIRING

27 13 6 EMTRW90600HUMIDIFIER RTU-3 (FUTURE) MCC-E14-1 1 COIL WIRE IN JUNCTION BOX SHOWN ON DRAWINGS.

REUSE EXISTING WIRINGRTU-1 21 1 EMT3 EXISTING RW90600PANEL 207-1-SP 1

ELECTRICAL ROOM E10

M.LACHOWICZ

P.DESJARDINS

M.LACHOWICZ

M.LACHOWICZ

M.LACHOWICZ

2020-05-22

Building and Energy EngineersUnit 101-399 Bayrose Dr, Ottawa, ON, Canada, K2J 5R5

T: 613-843-0065

www.proengconsulting.com

PWGSC A1 (841x594)

Administrateur de projets

No. du projet

No. du dessin

Date

Project Manager

Project no.

Drawing no.

Date

Reviewed By

Approved By

Date

Tender

Date

Designed By

Drawn By

Examiné par

Approuvé par

Soumission

Conçu par

Dessiné par

drawing

project

revisions

AC C

B

A

B

dessin

projet

date

CA

c

1000 10 20mm 40 60 80 120 140 160 180 200mm

(yyyy/mm/dd)

(yyyy/mm/dd)

(yyyy/mm/dd)

(yyyy/mm/dd)

description

no. du detail

sur dessin no.location drawing no.

drawing no.dessin no.

detail no.

ÉRIC VACHON

Project Manager

M. FARID, P. Eng.Director, Security & Facilities

CanadianSpace Agency

Agence spatialecanadienne

Issued for Review01 2017.06.28

PROJEC

T NO

RTH

N

This drawing is the sole property of theCanadian Space Agency "CSA" and cannot be distributed or reproduced without theexpress written permission of the "CSA".

Transfer of this drawing in hard copy and/orelectronic format to any other organizationmust be for a specific and limited use onlywith pre-authorization from the "CSA"project authority.

Upon completion of such use, all hardcopies and electronic files must bedestroyed and/or returned to the "CSA"project authority.

Contractor to verify all dimensions &conditions on site and immediately notifythe engineer of all discrepancies.

CSA15-M7b

PHASE 2RTU 1, 2, 3 REPLACEMENT

ADDRESS

2016-065

Issued for Permit/Tender02 2017.08.09

Re-Issued for Permit/Tender03 2020.05.22

E2

ELECTRICAL SINGLELINE DIAGRAM ANDBASEMENT LEVELKEYPLAN

1E2

DEMOLITIONScale: N.T.S.

SINGLE LINE DIAGRAM

2E2

NEW WORKScale: N.T.S.

SINGLE LINE DIAGRAM3

E2KEYPLANScale: 200

BASEMENT LEVEL

AutoCAD SHX Text
STORAGE B18
AutoCAD SHX Text
ELECTRICAL DISTRIBUTION E2
AutoCAD SHX Text
SUB 65A TRANSFORMER VAULT E3
AutoCAD SHX Text
TRANSFORMER ROOM E4
AutoCAD SHX Text
23k VIBRATION CELL B15
AutoCAD SHX Text
40k VIBRATION CELL B15-a
AutoCAD SHX Text
CORRIDOR B20
AutoCAD SHX Text
FREIGHT ELEVATOR EL-4 VESTIBULE B13-a
AutoCAD SHX Text
ENVIRONMENTAL TEST AREA B7-a
AutoCAD SHX Text
5y
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
5y
AutoCAD SHX Text
6
AutoCAD SHX Text
Ax
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
Bx
AutoCAD SHX Text
By
AutoCAD SHX Text
Bw
AutoCAD SHX Text
Bv
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
Bw
AutoCAD SHX Text
Bv
AutoCAD SHX Text
UP
AutoCAD SHX Text
G
AutoCAD SHX Text
HOLDING TANK
AutoCAD SHX Text
MACHINE ROOM B6-b
AutoCAD SHX Text
SUB 65B ELECTRICAL DISTRIBUTION E10
AutoCAD SHX Text
SUB 65B HIGH VOLTAGE SWITCH GEAR E10-a
AutoCAD SHX Text
TRANSFORMER VAULT E9
AutoCAD SHX Text
GRINDER ROOM B6-a
AutoCAD SHX Text
WC B6-C
AutoCAD SHX Text
PRINT/COPY ROOM B6-f
AutoCAD SHX Text
SUMP PUMP ROOM E5
AutoCAD SHX Text
PERIMETER SUMP PUMPS & SEWAGE PUMPS
AutoCAD SHX Text
MACHINE ROOM B6
AutoCAD SHX Text
OFFICE B6-e
AutoCAD SHX Text
OFFICE B6-d
AutoCAD SHX Text
Fire Protection Equipment
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
9x
AutoCAD SHX Text
9y
AutoCAD SHX Text
10
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
BB
AutoCAD SHX Text
AA
Page 8: PHASE 2 RTU 1 2 3 REPLACEMENT

810.0 6.00.010.0

810.0 6.00.010.0DF

DN B

AHU #2ON ROOF

ABOVE

AHU #3ON ROOF

ABOVE

LIFTING DAVIT &LANDING

AHU-3

SPLI

TTER

M-3

HUM-3

HUM-2

AHU-3

AHU-3

HUM-342KW 600V

AH

U-3

VFD

AHU-2

AH

U-2

VFD

HUM-250KW 600V

WP

RTU-2

308-2-DP

308-1-DP

WP

RTU-1

1

1

DESCRIPTION OF POWER & SYSTEMS DEMOLITION:

DISCONNECT RTU-1, RTU-2. RETAIN CONDUIT AND WIRING FOR RE-USE INNEW CONSTRUCTION. REMOVAL OF RTU-1 & RTU-2 BY MECHANICALTRADES.

1

A

B

F

D

C

Hx

H

G

432x1x 432x1x

A

B

F

D

C

Hx

H

G

DESCRIPTION OF POWER & SYSTEMS NEW WORK:

TYPICAL:PROVIDE CONNECTION TO FACTORY MOUNTED DISCONNECT SERVINGRTU-1 AND RTU-2 C/W CONDUIT AND WIRING RETAINED DURINGDEMOLITION. REFER TO DETAILS 1/E2 AND 2/E2 FOR ADDITIONAL WORKON RTUs MODIFY AND EXTEND CONDUIT AND WIRING AS REQUIRED.

TYPICAL:PROVIDE CONNECTION TO FACTORY MOUNTED GFCI RECEPTACLE C/WCONDUIT, WIRING, AND 20A 1-POLE BREAKER.

1

2

810.0 6.00.010.0

810.0 6.00.010.0DF

DN B

AHU #2ON ROOF

ABOVE

AHU #3ON ROOF

ABOVE

LIFTING DAVIT &LANDING

AHU-3

SPLI

TTER

M-3

HUM-3

HUM-2

AHU-3

AHU-3

HUM-342KW 600V

AH

U-3

VFD

AHU-2

AH

U-2

VFD

HUM-250KW 600V

WP

RTU-2

WP

308-2-DP

308-1-DP

308-1-DP-28

308-1-DP-28

RTU-1

1

2

1

2

M.LACHOWICZ

P.DESJARDINS

M.LACHOWICZ

M.LACHOWICZ

M.LACHOWICZ

2020-05-22

Building and Energy EngineersUnit 101-399 Bayrose Dr, Ottawa, ON, Canada, K2J 5R5

T: 613-843-0065

www.proengconsulting.com

PWGSC A1 (841x594)

Administrateur de projets

No. du projet

No. du dessin

Date

Project Manager

Project no.

Drawing no.

Date

Reviewed By

Approved By

Date

Tender

Date

Designed By

Drawn By

Examiné par

Approuvé par

Soumission

Conçu par

Dessiné par

drawing

project

revisions

AC C

B

A

B

dessin

projet

date

CA

c

1000 10 20mm 40 60 80 120 140 160 180 200mm

(yyyy/mm/dd)

(yyyy/mm/dd)

(yyyy/mm/dd)

(yyyy/mm/dd)

description

no. du detail

sur dessin no.location drawing no.

drawing no.dessin no.

detail no.

ÉRIC VACHON

Project Manager

M. FARID, P. Eng.Director, Security & Facilities

CanadianSpace Agency

Agence spatialecanadienne

Issued for Review01 2017.06.28

PROJEC

T NO

RTH

N

This drawing is the sole property of theCanadian Space Agency "CSA" and cannot be distributed or reproduced without theexpress written permission of the "CSA".

Transfer of this drawing in hard copy and/orelectronic format to any other organizationmust be for a specific and limited use onlywith pre-authorization from the "CSA"project authority.

Upon completion of such use, all hardcopies and electronic files must bedestroyed and/or returned to the "CSA"project authority.

Contractor to verify all dimensions &conditions on site and immediately notifythe engineer of all discrepancies.

CSA15-M7b

PHASE 2RTU 1, 2, 3 REPLACEMENT

ADDRESS

2016-065

Issued for Permit/Tender02 2017.08.09

Re-Issued for Permit/Tender03 2020.05.22

PARTIAL 2ND & 3RDLEVEL POWER &SYSTEMS DEMO &NEW WORK

E31

E3POWER AND SYSTEMS DEMOLITIONScale: 1:100

PARTIAL 3RD LEVEL PLAN2

E3POWER AND SYSTEMS NEW WORKScale: 1:100

PARTIAL 3RD LEVEL PLAN

AutoCAD SHX Text
MECH UNIT 1
AutoCAD SHX Text
MECH UNIT 2
AutoCAD SHX Text
UPS
AutoCAD SHX Text
ROLL UP DOOR (ABANDONED)
AutoCAD SHX Text
MECHANICAL ROOM M3
AutoCAD SHX Text
UPPER VIBRATION CELL
AutoCAD SHX Text
SERVER ROOM 307-e
AutoCAD SHX Text
OFFICE 306-d
AutoCAD SHX Text
OFFICE 306-e
AutoCAD SHX Text
OFFICE 306-f
AutoCAD SHX Text
OFFICE AREA 306
AutoCAD SHX Text
CORRIDOR 320
AutoCAD SHX Text
IT STORAGE 307-d
AutoCAD SHX Text
COMM. 307-b
AutoCAD SHX Text
WC 307-c
AutoCAD SHX Text
B-OPS AUTOMATION & SECURITY AREA 308
AutoCAD SHX Text
IT MECHANICAL ROOM 307-m
AutoCAD SHX Text
AREA 310-c
AutoCAD SHX Text
WC 310-a
AutoCAD SHX Text
COMM. 309
AutoCAD SHX Text
JAN 310
AutoCAD SHX Text
WC 310-b
AutoCAD SHX Text
TX
AutoCAD SHX Text
63KVA
AutoCAD SHX Text
TX
AutoCAD SHX Text
93KVA
AutoCAD SHX Text
MECH UNIT 1
AutoCAD SHX Text
MECH UNIT 2
AutoCAD SHX Text
UPS
AutoCAD SHX Text
ROLL UP DOOR (ABANDONED)
AutoCAD SHX Text
MECHANICAL ROOM M3
AutoCAD SHX Text
UPPER VIBRATION CELL
AutoCAD SHX Text
SERVER ROOM 307-e
AutoCAD SHX Text
OFFICE 306-d
AutoCAD SHX Text
OFFICE 306-e
AutoCAD SHX Text
OFFICE 306-f
AutoCAD SHX Text
OFFICE AREA 306
AutoCAD SHX Text
CORRIDOR 320
AutoCAD SHX Text
IT STORAGE 307-d
AutoCAD SHX Text
COMM. 307-b
AutoCAD SHX Text
WC 307-c
AutoCAD SHX Text
B-OPS AUTOMATION & SECURITY AREA 308
AutoCAD SHX Text
IT MECHANICAL ROOM 307-m
AutoCAD SHX Text
AREA 310-c
AutoCAD SHX Text
WC 310-a
AutoCAD SHX Text
COMM. 309
AutoCAD SHX Text
JAN 310
AutoCAD SHX Text
WC 310-b
AutoCAD SHX Text
TX
AutoCAD SHX Text
63KVA
AutoCAD SHX Text
TX
AutoCAD SHX Text
93KVA
Page 9: PHASE 2 RTU 1 2 3 REPLACEMENT

COUNTER

810.06.00.010.0 810.06.00.010.0

DF

DN

DA/CUnit

FHC

TV2

CENTRAL BOILERHEATING PLANT

401

MENWC410

WOM.WC409

ELEV. EL-2VESTIBULE

400

ELEV.EL-2

ELECT.ROOM

E14

STORAGEROOM

408

ELEV.EL-1

VESTIBULE412

MCC-E14-1

WP

E14-1-DPRTU-3

1

F

G

H

Hx

Hy

9 9x 9y 10

DESCRIPTION OF POWER & SYSTEMS DEMOLITION:

DISCONNECT RTU-3. RETAIN CONDUIT AND WIRING FOR RE-USE IN NEWCONSTRUCTION. REMOVAL OF RTU-3 BY MECHANICAL TRADES.

1

DESCRIPTION OF POWER & SYSTEMS NEW WORK:

PROVIDE CONDUIT AND WIRING DOWN TO THIRD LEVEL IN SHAFT C/WJUNCTION BOX IN SHAFT FOR FUTURE HUMIDIFIER.

PROVIDE CONNECTION TO FACTORY MOUNTED DISCONNECT FOR RTU-3C/W CONDUIT AND WIRING RETAINED DURING DEMOLITION. MODIFY ANDEXTEND CONDUIT AND WIRING AS REQUIRED.

PROVIDE CONNECTION TO FACTORY MOUNTED GFCI RECEPTACLE C/WCONDUIT, WIRING, AND 20A 1-POLE BREAKER FROM EXISTING SPACE INPANEL E14-1-DP.

1

2

3

9 9x 9y 10

F

G

H

Hx

Hy

COUNTER

810.06.00.010.0 810.06.00.010.0

DF

DN

DA/CUnit

FHC

TV2

CENTRAL BOILERHEATING PLANT

401

MENWC410

WOM.WC409

ELEV. EL-2VESTIBULE

400

ELEV.EL-2

ELECT.ROOM

E14

STORAGEROOM

408

ELEV.EL-1

VESTIBULE412

MCC-E14-1

WP

E14-1DP-** E14-1-DP

RTU-3 HUMIDIFIER

RTU-3

2

1

3

M.LACHOWICZ

P.DESJARDINS

M.LACHOWICZ

M.LACHOWICZ

M.LACHOWICZ

2020-05-22

Building and Energy EngineersUnit 101-399 Bayrose Dr, Ottawa, ON, Canada, K2J 5R5

T: 613-843-0065

www.proengconsulting.com

PWGSC A1 (841x594)

Administrateur de projets

No. du projet

No. du dessin

Date

Project Manager

Project no.

Drawing no.

Date

Reviewed By

Approved By

Date

Tender

Date

Designed By

Drawn By

Examiné par

Approuvé par

Soumission

Conçu par

Dessiné par

drawing

project

revisions

AC C

B

A

B

dessin

projet

date

CA

c

1000 10 20mm 40 60 80 120 140 160 180 200mm

(yyyy/mm/dd)

(yyyy/mm/dd)

(yyyy/mm/dd)

(yyyy/mm/dd)

description

no. du detail

sur dessin no.location drawing no.

drawing no.dessin no.

detail no.

ÉRIC VACHON

Project Manager

M. FARID, P. Eng.Director, Security & Facilities

CanadianSpace Agency

Agence spatialecanadienne

Issued for Review01 2017.06.28

PROJEC

T NO

RTH

N

This drawing is the sole property of theCanadian Space Agency "CSA" and cannot be distributed or reproduced without theexpress written permission of the "CSA".

Transfer of this drawing in hard copy and/orelectronic format to any other organizationmust be for a specific and limited use onlywith pre-authorization from the "CSA"project authority.

Upon completion of such use, all hardcopies and electronic files must bedestroyed and/or returned to the "CSA"project authority.

Contractor to verify all dimensions &conditions on site and immediately notifythe engineer of all discrepancies.

CSA15-M7b

PHASE 2RTU 1, 2, 3 REPLACEMENT

ADDRESS

2016-065

Issued for Permit/Tender02 2017.08.09

Re-Issued for Permit/Tender03 2020.05.22

PARTIAL 4TH LEVELPOWER & SYSTEMSDEMOLITION & NEWWORK

E41

E4POWER AND SYSTEMS DEMOLITIONScale: 1:100

PARTIAL 4TH LEVEL PLAN2

E4POWER AND SYSTEMS NEW WORKScale: 1:100

PARTIAL 4TH LEVEL PLAN