UNION STATION REVITALIZATION PROJECT SECURITY OFFICE ... · YYYYMMMDD ISSUED FOR REV KEY PLAN...
Transcript of UNION STATION REVITALIZATION PROJECT SECURITY OFFICE ... · YYYYMMMDD ISSUED FOR REV KEY PLAN...
ISSUED FOR REVYYYYMMMDD
KEY PLAN
CONSULTANTS
Detail Symbol
Drawing Title
1 inch
Check Scale (may be photo reduced)
0 0
10 mm
Project No. Drawing No.
Architect
NORR Limited
Structural
NORR Limited
Mechanical
NORR Limited
Electrical
NORR Limited
This drawing has been prepared solely for the use of
City of Toronto and there are no representations of any
kind made by NORR Limited to any party with whom
NORR Limited has not entered into a contract.
This drawing shall not be used for construction purposes
until the seal appearing hereon is signed and dated by
the Architect or Engineer.
ECBL07-0123-09
03
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NORR Limited
175 Bloor St. EastNorth Tower, 15th FloorToronto, ON, Canada M4W 3R8www.norr.com
An Ingenium Group Company
T
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T
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12A12
Project Leader
Scale
Checked
DrawnProject Manager
Client
Project
CITY OF TORONTO
UNION STATION
REVITALIZATION PROJECT
SECURITY OFFICE RELOCATION
D. BARRINGTON
North Arrow
A. SCHMIDT
N. McGOEY
S. FLEMING
N.T.S.
COVER SHEET & DRAWING LIST
A0-00
UNION STATION REVITALIZATION PROJECTSECURITY OFFICE RELOCATION
PROJECT NUMBER ECBL07-0123-09
2019FEB11 75% CONSTRUCTION DOCUMENTS A
2019MAR04 100% CLIENT REVIEW B
2019MAR13 BUILDING PERMIT C
2019SEP18 TENDER 0
50
SEE
DO
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50SEE DOOR
SCHED 50
F1 - 50mm WRAPPROFILE
50
SEE
DO
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CH
ED50
SEE DOORSCHED 50 50
F2 - 50mm WRAPPROFILE WITH SIDE LITE
SITEVERIFY
50
ABBREVIATIONS REFERENCE SYMBOLS
XXXXXXXXXXXXXXXXXXXXXXXXXXXX
XX-XX
XX
DETAIL TITLE
DETAIL NUMBER
DETAIL SHEETNUMBER
DETAIL DRAWINGSCALE
DETAIL TITLES
DETAIL NUMBER
DESTINATION SHEET NUMBER
DIRECTION OF CUTAND EXTENT OF CUT
FULL SECTION SYMBOLS
DESTINATION SHEET NUMBER
PARTIAL SECTION SYMBOLS
DESTINATION SHEET NUMBER
DETAIL SYMBOL
GRAPHIC STANDARD SYMBOLS
- XXXX
+ XXXX BUILDING ELEVATION ABOVE & BELOW DATUM INMETRES (ON ELEVATIONS, SECTIONS & DETAILS)
FINISHED FLOOR LEVEL IN METRES(ON FLOOR PLANS)
xxDIMENSION LINE IN MILLIMETRES
STAIR/RAMP DIRECTION (UP)
MATERIAL TYPE
POWER DOOR OPERATOR
SETTING OUT POINT
DIADIM
DIAMETERDIMENSION
EQEXP
EQUALEXPOSED
FRR FIRE RESISTANCE RATING
GWB GYPSUM WALL BOARD
HMHR
HOLLOW METALHOUR
MAX
MIN
MAXIMUM
MINIMUM
NONTS
NICNUMBERNOT TO SCALE
NOT IN CONTRACT
OBCOC
ONTARIO BUILDING CODEON CENTRE
PDO
PTN
POWER DOOR OPERATOR
PARTITION
R RADIUS
RCPREV
REFLECTED CEILING PLANREVISION
SCHEDSCW
SIM
SCHEDULESOLID CORE WOOD
SIMILAR
U/S UNDER SIDE
XX-XXX
DESTINATION SHEET NUMBER
ELEVATION NUMBER
INTERIOR ROOM ELEVATIONS SYMBOL
XXXX
GENERAL NOTES
±XXX.XXX
XX CONTRACT / DETAIL CHANGE (REVISION MARK)
XXXX-XX
XXXX-XX
XXXX-XX
XXXX-XX
XXXXXXLINE1LINE2LINE3
ROOM TAG
DOOR TAG
PARTITION TYPE SYMBOLXX.X
DESTINATION SHEET NUMBER
FULL ELEVATION SYMBOLS
XXXX-XX
XXXX-XX
DESTINATION SHEET NUMBER
PARTIAL ELEVATION SYMBOLS
XXXX-XX
XXXX-XX
DETAIL NUMBER
DETAIL NUMBER
DETAIL NUMBER
DETAIL NUMBER
1. DO NOT SCALE DRAWINGS, NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. ALLDIMENSIONS TO BE CHECKED AND VERIFIED ON SITE. ANY DISCREPANCIES SHALL BE REPORTEDTO THE ARCHITECT.
2. ALL DIMENSIONS ARE IN MILLIMETRES, TAKEN FROM CENTER LINE OF STRUCTURAL AND/ORFINISH FACE OF WALL, UNLESS OTHERWISE INDICATED. ELEVATIONS ARE IN METERS UNLESSOTHERWISE INDICATED.
3. IN CEILING SPACES, MECHANICAL AND ELECTRICAL TO COORDINATE W/ FINISH CEILINGHEIGHTS, BEFORE INSTALLATION OF ANY MECHANICAL OR ELECTRICAL WORKS.
4. FIRE SEPARATION WALLS SHOULD GO TO THE U/S OF SLAB/ROOF. PROVIDE FIRE STOP/SMOKESEAL.
5. CONTRACTOR TO DEVELOP HOARDING/PHASING STRATEGY TO BE APPROVED BY OWNER.AREAS IDENTIFIED AS HERITAGE MUST BE PROTECTED BY CONTRACTOR DURINGCONSTRUCTION. ANY ITEMS THAT MAY BE CONSIDERED HERITAGE NOT IDENTIFIED SHOULD BEBROUGHT TO THE ATTENTION OF THE ARCHITECT FOR DIRECTION.
6. CONTRACTOR TO FOLLOW CITY OF TORONTO CONSTRUCTION STANDARDS AND REFER TOAPPLICABLE PORTIONS OF THE DESIGNATED SUBSTANCES REPORT PROVIDED BY CITY OFTORONTO. CONTRACTOR TO IMPLEMENT CONTAINMENT AND ABATEMENT STRATEGIES ASREQUIRED FOR EXISTING MOULD, ASBESTOS OR ANY OTHER HAZARDOUS SUBSTANCE OR ITEMIDENTIFIED ON SITE.
7. UNLESS OTHERWISE NOTED, ALL DEMOLISHED MATERIAL TO BE REMOVED OFF SITE.
8. ALL DIMENSIONS & LEVELS NEED TO BE VERIFIED BY THE CONTRACTOR ON SITE BEFORECOMMENCEMENT OF WORK.
9. U/S CEILING AS RELATIVE TO TOP OF FINISHED FLOOR IS INDICATED WITH IDENTIFIER.
10. CENTRE ALL MECHANICAL AND ELECTRICAL CEILING EQUIPMENT WITHIN THE ELEMENT INWHICH THEY ARE LOCATED WHENEVER POSSIBLE.
TYP TYPICAL
ADJ ADJACENT
GLAZING TYPEXXX
DESCRIPTIONTYPE GRAPHIC
DRYWALL TRIM TYPES
90 DEGREE DRYWALL CORNER BEADTO BE USED AT ALL EXTERIOR CORNERSTHROUGHOUT WORK UNLESSOTHERWISE NOTED
D-100
DRYWALL TRIM, TYPICAL ATWINDOWS AND DOOR JAMBSWHERE WOOD IS OMITTED
D-200
DRYWALL REVEAL TRIM, TYPICALAT CEILING AND FLOORS
D-300
DRYWALL METAL TRIM, PROVIDESEDGE PROTECTION AT WINDOW ANDDOOR OPENINGS
D-400
DOORS, WINDOWS AND CEILINGD-800
CHANNEL TRIM STEEL CASING TO BEUSED AT DOOR AND WINDOW JAMBS
4411
AFF ABOVE FINISHED FLOOR
CONC-P POLISHED CONCRETE - SEE LIST OF MATERIALSCONC-S SANDBLASTED CONCRETE - SEE LIST OF MATERIALS
MET-SHR STEEL HOT ROLLED - SEE LIST OF MATERIALS
PLAM-1 PLASTIC LAMINATE - SEE LIST OF MATERIALSPLAM-2 PLASTIC LAMINATE - SEE LIST OF MATERIALS
SSF-1 SOLID SURFACE - SEE LIST OF MATERIALS
GL-TLF TEMPERED LAMINATED GLASS WITH FROSTED FILM - SEELIST OF MATERIALS
ACT-1 ACOUSTIC CEILING TILE - SEE LIST OF MATERIALS
PP-1 PHOTOPOLYMER - SEE LIST OF MATERIALSPT-1 PAINT - SEE LIST OF MATERIALSPT-2 PAINT - SEE LIST OF MATERIALSPT-3 PAINT - SEE LIST OF MATERIALSPT-4 PAINT - SEE LIST OF MATERIALS
RB-1 RUBBER WALL BASE - SEE LIST OF MATERIALS
T-1 PORCELAIN TILE - SEE LIST OF MATERIALSTB-1 PORCELAIN TILE BASE - SEE LIST OF MATERIALS
BN-1 BENCH - SEE LIST OF MATERIALS
CH-1 COAT HOOK - SEE LIST OF MATERIALS
GB-1 STRAIGHT GRAB BAR - SEE LIST OF MATERIALSGB-2 90 DEGREE GRAB BAR - SEE LIST OF MATERIALS
HD-1 HAND DRYER - SEE LIST OF MATERIALS
LKR-1 LOCKER - SEE LIST OF MATERIALS
MB-1 MAGNETIC GLASS MARKERBOARD - SEE LIST OF MATERIALS
MIR-1 MIRROR - SEE LIST OF MATERIALS
PTN-1 CHANGING PARTITION - SEE LIST OF MATERIALS
SD-1 SOAP DISPENSER - SEE LIST OF MATERIALSSH-1 SHELF - SEE LIST OF MATERIALS
SND-1 SANITARY NAPKIN DISPOSAL - SEE LIST OF MATERIALS
TPD-1 TOILET PAPER DISPENSER - SEE LIST OF MATERIALS
WR-1 WASTE RECEPTACLE - SEE LIST OF MATERIALS
ELEV ELEVATOR
PT-5 PAINT - SEE LIST OF MATERIALS
XX-XX
XX
XX
CENTRE LINECL
X-XX.X
MB-2 MAGNETIC GLASS MARKERBOARD - SEE LIST OF MATERIALS
AS-1 ANTI-SLIP INSERT - SEE LIST OF MATERIALSAS-2 ANTI-SLIP INSERT - SEE LIST OF MATERIALS
SEE
DO
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SC
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SEE DOOR SCHED
A - SOLID PANEL
SEE
DO
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SC
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SEE DOOR SCHED
B- HERITAGE DOOR REPLICATION - CONSTRUCT DOOR TOMATCH APPEARANCE OF EXISTING DOORS P-W005 AND P-W006
20
01
50
150150
ISSUED FOR REVYYYYMMMDD
KEY PLAN
CONSULTANTS
Detail Symbol
Drawing Title
1 inch
Check Scale (may be photo reduced)
0 0
10 mm
Project No. Drawing No.
Architect
NORR Limited
Structural
NORR Limited
Mechanical
NORR Limited
Electrical
NORR Limited
This drawing has been prepared solely for the use of
City of Toronto and there are no representations of any
kind made by NORR Limited to any party with whom
NORR Limited has not entered into a contract.
This drawing shall not be used for construction purposes
until the seal appearing hereon is signed and dated by
the Architect or Engineer.
ECBL07-0123-09
03
02
01
06
05
04 07
08
09WEST WING EAST WINGGREAT HALL
11
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NORR Limited
175 Bloor St. EastNorth Tower, 15th FloorToronto, ON, Canada M4W 3R8www.norr.com
An Ingenium Group Company
T
R
U
E
N
O
R
T
H
12A12
Project Leader
Scale
Checked
DrawnProject Manager
Client
Project
CITY OF TORONTO
UNION STATION
REVITALIZATION PROJECT
SECURITY OFFICE RELOCATION
D. BARRINGTON
North Arrow
A. SCHMIDT
N. McGOEY
S. FLEMING
AS SHOWN
ABBREVIATIONS, GENERAL NOTES,
SYMBOLS, DOORS & FRAMES
A0-01N.T.S.
DOOR & FRAME SCHEDULEA0-01
1
1:50
DOOR TYPESA0-01
21:50
FRAME TYPESA0-01
3
2019FEB11 75% CONSTRUCTION DOCUMENTS A
2019MAR04 100% CLIENT REVIEW B
2019MAR13 BUILDING PERMIT C
2019JUN04 RESPONSE TO CITY D
2019SEP18 TENDER 0
Vw Uw Tw Sw Rw Qw Pw Mw Lw Kw Jw Hw Fw Ew Dw Cw Awc Awb Aea Ce Ee Fe Ge He Je Ke Le Me Ne Oe Pe Qe Re Se Te Ue Ve
G23
G22
G21
G20
G19
G18
G17
G16
G15
G14
G13
G12
G11
G10
G9
G8
G7
G6
G5
G4
G3
G2
G1
G23
G22
G21
G20
G19
G18
G17
G16
G15
G14
G13
G12
G11
G10
G9
G8
G7
G6
G5
G4
G3
G2
G1
Vw Uw Tw Sw Rw Qw
Pw Ow Nw Mw Lw Kw Jw Hw Gw Fw Ew Dw Cw Bw Aw Ae Be Ce De Ee Fe Ge He Je Ke Le Me Ne Oe Pe
Qe Re Se Te Ue Ve
Bwa AwaEwbFwa Aeb Aec Bea CebOw Nw Cea EeaDeaCwaDwaDwbEwa
G19a
G16a
G18a
DebGw
G17a
AREA OF SECURITY OFFICERELOCATION: 155m²
ISSUED FOR REVYYYYMMMDD
KEY PLAN
CONSULTANTS
Detail Symbol
Drawing Title
1 inch
Check Scale (may be photo reduced)
0 0
10 mm
Project No. Drawing No.
Architect
NORR Limited
Structural
NORR Limited
Mechanical
NORR Limited
Electrical
NORR Limited
This drawing has been prepared solely for the use of
City of Toronto and there are no representations of any
kind made by NORR Limited to any party with whom
NORR Limited has not entered into a contract.
This drawing shall not be used for construction purposes
until the seal appearing hereon is signed and dated by
the Architect or Engineer.
ECBL07-0123-09
03
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01
06
05
04 07
08
09WEST WING EAST WINGGREAT HALL
11
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0-0
3.D
WG
NORR Limited
175 Bloor St. EastNorth Tower, 15th FloorToronto, ON, Canada M4W 3R8www.norr.com
An Ingenium Group Company
T
R
U
E
N
O
R
T
H
12A12
Project Leader
Scale
Checked
DrawnProject Manager
Client
Project
CITY OF TORONTO
UNION STATION
REVITALIZATION PROJECT
SECURITY OFFICE RELOCATION
D. BARRINGTON
T
r
u
e
N
o
r
th
North Arrow
A. SCHMIDT
N. McGOEY
S. FLEMING
1:400
B1 LEVEL KEY PLAN
A0-03
2019FEB11 75% CONSTRUCTION DOCUMENTS A
2019MAR04 100% CLIENT REVIEW B
2019MAR13 BUILDING PERMIT C
2019JUN04 RESPONSE TO CITY D
2019SEP18 TENDER 0
S-08ROOM
LOCKER
S-01OFFICE
BADGING
S-07AREA
INTERVIEW
S-04OFFICE
S-02OFFICEFRONT
S-03ROOM
AND DATAPOWER
S-06WASHROOM
8.1 m
23.6 m
21.4 m
13.9 m
1 HOUR FIRE RESISTANCEREQUIRED FOR POWERAND DATA ROOM WALLS
3m
SPR
AY
19.1
m H
OSE
3m
SPR
AY
19.7 m HOSE
3m
SPR
AY
15.1 m HOSE
FIRE HOSE CABINET(30.5 m HOSE)
3m
SPR
AY
29.2
m H
OSE
Fw Ewb Ewa Ew Dwb Dwa Dw Cwa
G23
G18
G18a
G19
G19a
G20
G21
G22
G23
G18
G18a
G19
G19a
G20
G21
G22
Fw Ewb Ewa Ew Dwb Dwa Dw Cwa
S-08ROOM
LOCKER
S-01OFFICE
BADGING
S-07AREA
INTERVIEW
S-04OFFICE
S-02OFFICEFRONT
S-03ROOM
AND DATAPOWER
S-06WASHROOM
1 PERSON
2 PEOPLE
12
2 PEOPLE
BASED ON DESIGN OF SPACE
BASED ON DESIGN OF SPACE
BASED ON m² PER PERSON29.48m² / 9.30m² PER PERSON = 3.17 PERSONS
BASED ON USE OFSPACE
0 PEOPLE
1 2
BASED ON DESIGN OF SPACE
EQUIPMENTSTATION
1
OCCUPANTS ALREADYCOUNTED IN OTHER
ROOMS
0 PEOPLE
1 PERSONBASED ON DESIGN OF SPACE
1
4 PEOPLE
SHORT-TERMGUEST
ISSUED FOR REVYYYYMMMDD
KEY PLAN
CONSULTANTS
Detail Symbol
Drawing Title
1 inch
Check Scale (may be photo reduced)
0 0
10 mm
Project No. Drawing No.
Architect
NORR Limited
Structural
NORR Limited
Mechanical
NORR Limited
Electrical
NORR Limited
This drawing has been prepared solely for the use of
City of Toronto and there are no representations of any
kind made by NORR Limited to any party with whom
NORR Limited has not entered into a contract.
This drawing shall not be used for construction purposes
until the seal appearing hereon is signed and dated by
the Architect or Engineer.
ECBL07-0123-09
03
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06
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04 07
08
09WEST WING EAST WINGGREAT HALL
11
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4.D
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NORR Limited
175 Bloor St. EastNorth Tower, 15th FloorToronto, ON, Canada M4W 3R8www.norr.com
An Ingenium Group Company
T
R
U
E
N
O
R
T
H
12A12
Project Leader
Scale
Checked
DrawnProject Manager
Client
Project
CITY OF TORONTO
UNION STATION
REVITALIZATION PROJECT
SECURITY OFFICE RELOCATION
D. BARRINGTON
T
r
u
e
N
o
r
th
North Arrow
A. SCHMIDT
N. McGOEY
S. FLEMING
1:50
FIRE & LIFE SAFETY PLAN
A0-041:50
FIRE & LIFE SAFTY PLANA0-04
1
2019FEB11 75% CONSTRUCTION DOCUMENTS A
2019MAR04 100% CLIENT REVIEW B
2019MAR13 BUILDING PERMIT C
1:50
OCCUPANT LOADA0-04
2
OCCUPANCY: GROUP DOCCUPANT LOAD: 10 PERSONS
2019JUN04 RESPONSE TO CITY D
2019SEP18 TENDER 0
FIRE & LIFE SAFETY LEGEND
TRAVEL DISTANCEFIRE HOSE LENGTHREQUIRED FIRE RESISTANCE
LOADINGDOCK
ENTRANCE TOLOADING DOCK
ELEV-19 UPTO LEVEL 00
RAMP DOWNTO LEVEL B1
ELEV-19 UPFROM LEVEL B2
RAMP DOWNFROM LEVEL 00
AREA OFSECURITY OFFICE
RELOCATION1A0-06
ISSUED FOR REVYYYYMMMDD
KEY PLAN
CONSULTANTS
Detail Symbol
Drawing Title
1 inch
Check Scale (may be photo reduced)
0 0
10 mm
Project No. Drawing No.
Architect
NORR Limited
Structural
NORR Limited
Mechanical
NORR Limited
Electrical
NORR Limited
This drawing has been prepared solely for the use of
City of Toronto and there are no representations of any
kind made by NORR Limited to any party with whom
NORR Limited has not entered into a contract.
This drawing shall not be used for construction purposes
until the seal appearing hereon is signed and dated by
the Architect or Engineer.
ECBL07-0123-09
03
02
01
06
05
04 07
08
09WEST WING EAST WINGGREAT HALL
11
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HE
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S\A
0-0
5.D
WG
NORR Limited
175 Bloor St. EastNorth Tower, 15th FloorToronto, ON, Canada M4W 3R8www.norr.com
An Ingenium Group Company
T
R
U
E
N
O
R
T
H
12A12
Project Leader
Scale
Checked
DrawnProject Manager
Client
Project
CITY OF TORONTO
UNION STATION
REVITALIZATION PROJECT
SECURITY OFFICE RELOCATION
D. BARRINGTON
T
r
u
e
N
o
r
th
North Arrow
A. SCHMIDT
S. FLEMING
S. FLEMING
1:400
SITE ACCESS PLANS
A0-051:400
LEVEL B2 SITE ACCESS PLANA0-05
11:400
LEVEL 00 SITE ACCESS PLANA0-05
21:400
LEVEL B1 SITE ACCESS PLANA0-05
3
2019MAR04 100% CLIENT REVIEW A
2019SEP18 TENDER 0
LINE OF HOARDING
ACCESS DOORS
LINE OF HOARDING
ACCESS DOORS
LINE OF HOARDING
LINE OF HOARDING
P-W006
P-W005
P-C401B
±77.180
±77.490
EXISTINGFLOOR LEVEL
EXISTINGFLOOR LEVEL -
SITE VERIFY
G23
G18
G18a
G19
G19a
G20
G21
G22
Fw Ewb Ewa Ew Dwb Dwa Dw Cwa
610
305m
m M
IN. O
VER
LAP
WH
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OC
CU
RIN
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-19mm PLYWOOD
- 25mm COMPRESSIBLE PADDING
- VAPOUR-PERMEABLE MEMBRANE (GEOTEXTILE)
- SURFACE OF EXISTING FLOORING
- 38 x 89mm WOOD FRAMING @ 400 O.C.
- 16mm PLYWOOD
- AIR SPACE
- VAPOUR-PERMEABLE MEMBRANE (GEOTEXTILE)
- FACE OF EXISTING STONE CLADDING
COMPRESSIBLEPADDING
38 x 89mm WOOD BRACING @ 400 O.C.
FIX BASE OF ASSEMBLY TO PLYWOODFLOOR PROTECTION. CONTRACTOR TOENSURE THAT FASTENERS DO NOTPENETRATE THROUGH PLYWOOD ANDINTO EXISTING HERITAGE FLOOR
SEAL JOINTS, TYPICAL
COMPRESSIBLE PADDING
38mm x 89mmWOOD STUD
STRAPPINGAS REQUIRED
BLOCKING ASREQUIRED, TYP.
25mmCOMPRESSIBLE
PADDING
16mm PLYWOOD4
A0-06
NOTE: PROTECTION MATERIALS ONLY TO BE
INSTALLED IN DOORWAYS WHERE DOORS AND
HARDWARE HAVE ALREADY BEEN REMOVED AS
PART OF THE BASE BUILDING SCOPE.
BLOCKING ASREQUIRED, TYP.
25mm COMPRESSIBLEPADDING
16mm PLYWOOD
5A0-06
NOTE: PROTECTION MATERIALS ONLY TO BE
INSTALLED IN DOORWAYS WHERE DOORS AND
HARDWARE HAVE ALREADY BEEN REMOVED AS
PART OF THE BASE BUILDING SCOPE.
16mm PLYWOOD
38 x 89mm WOOD STUD FRAMINGWITH STRAPPING AS REQUIRED
BLOCKING AS REQUIRED
PROTECT EXISTING FLOORINGFINISHES AS REQUIRED
COMPRESSIBLE PADDING
2A0-06
NOTE: PROTECTION MATERIALS ONLY TO BE
INSTALLED IN DOORWAYS WHERE DOORS AND
HARDWARE HAVE ALREADY BEEN REMOVED AS
PART OF THE BASE BUILDING SCOPE.
16mm PLYWOOD
BLOCKING AS REQUIRED
PROTECT EXISTING FLOORINGFINISHES AS REQUIRED
COMPRESSIBLE PADDING
3A0-06
METAL SUPPORT BRACKETS
NOTE: PROTECTION MATERIALS ONLY TO BE
INSTALLED IN DOORWAYS WHERE DOORS AND
HARDWARE HAVE ALREADY BEEN REMOVED AS
PART OF THE BASE BUILDING SCOPE.
ISSUED FOR REVYYYYMMMDD
KEY PLAN
CONSULTANTS
Detail Symbol
Drawing Title
1 inch
Check Scale (may be photo reduced)
0 0
10 mm
Project No. Drawing No.
Architect
NORR Limited
Structural
NORR Limited
Mechanical
NORR Limited
Electrical
NORR Limited
This drawing has been prepared solely for the use of
City of Toronto and there are no representations of any
kind made by NORR Limited to any party with whom
NORR Limited has not entered into a contract.
This drawing shall not be used for construction purposes
until the seal appearing hereon is signed and dated by
the Architect or Engineer.
ECBL07-0123-09
03
02
01
06
05
04 07
08
09WEST WING EAST WINGGREAT HALL
11
FU
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P
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NORR Limited
175 Bloor St. EastNorth Tower, 15th FloorToronto, ON, Canada M4W 3R8www.norr.com
An Ingenium Group Company
T
R
U
E
N
O
R
T
H
12A12
Project Leader
Scale
Checked
DrawnProject Manager
Client
Project
CITY OF TORONTO
UNION STATION
REVITALIZATION PROJECT
SECURITY OFFICE RELOCATION
D. BARRINGTON
T
r
u
e
N
o
r
th
North Arrow
A. SCHMIDT
S. FLEMING
S. FLEMING
AS SHOWN
HOARDING PLAN &
HERITAGE PROTECTION DETAILS
A0-061:50
HOARDING PLANA0-06
1
HOARDING PLAN LEGEND
ZONES IDENTIFIED BY PARKS CANADA ASHAVING HERITAGE CHARACTERZONES IDENTIFIED BY PARKS CANADA ASHAVING 'NEGLIGIBLE HERITAGE CHARACTER'AREA OF SECURITY OFFICE RELOCATION
1:10
TYPICAL WALL AND FLOOR SURFACE PROTECTION DETAILA0-06
21:10
SEALED DOORWAY PROTECTION PLANA0-06
21:10
ACCESS DOORWAY PROTECTION PLANA0-06
3
1:10
SEALED DOORWAY PROTECTION SECTIONA0-06
41:10
ACCESS DOORWAY PROTECTION SECTIONA0-06
5
PROTECTION DETAILS LEGEND
EXISTINGNEW
2019MAR04 100% CLIENT REVIEW A
2019MAR13 BUILDING PERMIT B
2019SEP18 TENDER 0
P-C401
UNITRETAIL
COMMERCIAL
P-W408
UNITRETAIL
COMMERCIAL
P-C806
ST-019
P-C911
CORR
P-W006
OFFICEWINDOWSECURITY
P-W005
ROOM
P-C909
STOR
P-C913
STOR
P-W908
HALLWAY
P-C908
CORR
P-W006
P-W005
P-C401B
P-W913
VEST
P-C904
AID RMFIRST
P-C607
ROOMELECT
VEST
P-C804
RAMP-16
P-C610
ROOMELECT
FILL TRENCH IN FLOOR WITHCONCRETE TO MATCH EXISTINGSURROUNDING FLOOR LEVEL
REMOVECONDENSATIONLINE
REMOVE PLYWOOD, REFERTO CONSULTANT FORDIRECTION ON ANY ITEMSFOUND UNDERNEATH
DEMOLISHHALF WALL
FILL IN HOLES IN SLABWITH 2 HR FIRE RATEDASSEMBLY
EXISTING FLOORLEVEL CHANGE
EXISTING FLOORLEVEL CHANGE
REMOVE DOORSAND RETURN TOOWNER
SECURITY WINDOWTO BE RELOCATED
REMOVE SPRINKLERDRAIN LINE
REMOVE SHELF,HOOKS, PAPER TOWEL
DISPENSER, MIRROR
REMOVEBULLETINBOARDS
±77.180
±77.490
EXISTINGFLOOR LEVEL
EXISTINGFLOOR LEVEL -
SITE VERIFY
WINDOW N.I.C. - TO BE INSTALLED AS PART OF BASE BUILDING SCOPE
1A3-01
3A3-00
1A3-00
3A3-01
5A3-01
CHANGINGSTALL
CHANGINGSTALL
(72 LOCKERS)S-08
ROOMLOCKER
S-01OFFICE
BADGING
S-07AREA
INTERVIEW
S-04OFFICE
MAX 1:20 SLOPE UP
STAFFENTRANCE
S-02OFFICEFRONT
1:1
2 S
LOPE
UP
±77.490
±77.180
±77.180
STAFFENTRANCE
PUBLICENTRANCE ±77.180
UP
±77.490
S-03ROOM
AND DATAPOWER
MIN 1200
1200
RADIO CHARGINGSTATION SHELVES
F1.1
WINDOW N.I.C. - TO BE INSTALLED AS PART OF BASE BUILDING SCOPE
S-06WASHROOM
F1.0
W1.3
W1.2
W1.0
W1.0
F1.1
W1.0
W2.0
W2.0
W3.0
W3.0
P1.0
P1.0
P1.0
F1.0
F1.0
F1.1
F1.1
F1.1
F1.1
F1.1
F1.1
F1.2
P1.0
W2.0
W2.0
W1.1
F1.1
F1.1
W1.0
F1.1
W1.0
F1.1
P1.0 P1.0 P1.0
P1.0P1.0
F1.1 F1.1
P1.0EXPOSED
BRICK WALL
F1.0F1.0
F1.1
F1.0
A
F1.1
F1.3
F1.0
A
F1.0
F1.1
F1.1
F1.1
T1.0
F1.1
G
F1.1
W1.1
W1.2
S-01.1
S-02.1
S-0
3.1
S-02.2
S-04.1
S-04.2
S-04.3
S-06.1
S-0
8.1
A
MB-1
MB-1
B
C
C
D
E
27
20
F
BN-1
FOUNTAIN ANDBOTTLE FILLINGSTATION - SEEMECHANICAL
MIN 810
B
MIN
13
70
7A9-01
PTN-1
LKR-1
LKR-1
LKR-1
LKR-1
BN-1
MB-2
MB-1
30
0
30
0
B
B
1100CLEAR
B
B
B
30
0300
600
±77.436
EXISTINGFLOOR LEVEL
EXISTINGFLOOR LEVEL -
SITE VERIFY
EXISTINGFLOOR LEVEL
EXISTINGFLOOR LEVEL
BLEND CONCRETE AT DOORFOR SMOOTH TRANSITIONTO LEVEL FLOOR INSIDEPOWER AND DATA ROOM
MIN
16
70
EXISTINGFLOOR LEVEL -
SITE VERIFY
F1.1UP
MIN 1670
IF WINDOW IS NOT INSTALLED IN TIME FOR BADGING OFFICEOCCUPANCY, REMOVE EXISTING FRAME AND BOARD IN OPENINGAND TEMPORARILY INSTALL EXTERIOR FIBREGLASS- FACEDBUILDING SHEATHING ON 38x89mm STEEL STUDS IN OPENING
F1.0
F1.0
1200
1330
2270
1100
110
02
420
91
0
15
00
300
600
UNOCCUPIEDSPACE
±77.388
600
W1.2
W1.2
F1.3
F1.1
W1.1
4A9-02
1A9-01
9A5-00
2A3-01
1A9-02
6A3-01
10A9-02
7A9-02
13A9-02
1A5-00
4A3-00
2A3-00
6A5-00
4A3-01
10A5-00
16A5-00
1A5-01
7A5-01
G23
G18
G18a
G19
G19a
G20
G21
G22
Fw Ewb Ewa Ew Dwb Dwa Dw Cwa Fw Ewb Ewa Ew Dwb Dwa Dw Cwa
G23
G18
G18a
G19
G19a
G20
G21
G22
TYPE FRRULC
DESCRIPTION
WALL SCHEDULE
W1.0 · 16mm GWB TO 200mm ABOVEADJ. CEILING
· 152mm STEEL STUDS @ 400mmO.C.
· 16mm GWB TO 200mm ABOVEADJ. CEILING
W3.0 · 16mm IMPACT-RESISTANT GWBTO 200mm ABOVE ADJ. CEILING
· 190mm CONCRETE BLOCK WALLTO 200mm ABOVE ADJ. CEILING,75% FILL
· 16mm IMPACT-RESISTANT GWBTO 200mm ABOVE ADJ. CEILING
F1.0 · 16mm GWB TO 200mm ABOVEADJ. CEILING
· 16mm STEEL FURRING CHANNELS@ 600mm O.C.
SHIM AS REQUIRED FOR PLUMBFINISH
F1.1 · 16mm GWB TO 200mm ABOVEADJ. CEILING
· 64mm STEEL STUDS @ 400mmO.C.
FROM TOP OF BLOCK TOU/S OF SLAB· 2 x 16mm TYPE X GWB
TO U/S SLAB· 152mm STEEL STUDS @ 400mm
O.C.· 2 x 16mm TYPE X GWB
TO U/S SLAB
ACOUSTICALLY CAULK AND SEALPENETRATIONS
T1.0 · TILE· TILE BACKER
W1.1
F1.2 · TILE· TILE BACKER· 64mm STEEL STUDS @ 400mm
O.C.
P1.0 · 16mm THICK PLASTER - 1:2SANDED GYPSUM BASECOAT(APPLIED TO EXISTING WALL)
· 16mm GWB TO 200mm ABOVEADJ. CEILING
· 152mm STEEL STUDS @ 400mmO.C.
· TILE BACKER· TILE
W2.0 · 16mm IMPACT-RESISTANT GWBTO 200mm ABOVE ADJ. CEILING
· 140mm CONCRETE BLOCK WALLTO 200mm ABOVE ADJ. CEILING
· 16mm IMPACT-RESISTANT GWBTO 200mm ABOVE ADJ. CEILING
W1.2 · 16mm TYPE X GWB TO U/S SLAB· 152mm STEEL STUDS @ 400mm
O.C.· 16mm TYPE X GWB TO U/S SLAB
1 HR FRR
ULC DesW453
W1.3 · 16mm GWB TO 200mm ABOVEADJ. CEILING
· 19mm PLYWOOD· 152mm STEEL STUDS @ 400mm
O.C.· 16mm GWB TO 200mm ABOVE
ADJ. CEILING
F1.3 · 16mm TYPE X GWB TO U/S SLAB· 64mm STEEL C-H STUDS @
400mm O.C.· 25mm TYPE X GYPSUM SHAFT
LINER PANELS
1 HR FRR
ULC DesW452,System A
ISSUED FOR REVYYYYMMMDD
KEY PLAN
CONSULTANTS
Detail Symbol
Drawing Title
1 inch
Check Scale (may be photo reduced)
0 0
10 mm
Project No. Drawing No.
Architect
NORR Limited
Structural
NORR Limited
Mechanical
NORR Limited
Electrical
NORR Limited
This drawing has been prepared solely for the use of
City of Toronto and there are no representations of any
kind made by NORR Limited to any party with whom
NORR Limited has not entered into a contract.
This drawing shall not be used for construction purposes
until the seal appearing hereon is signed and dated by
the Architect or Engineer.
ECBL07-0123-09
03
02
01
06
05
04 07
08
09WEST WING EAST WINGGREAT HALL
11
FU
LL
P
AT
H A
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F
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0.D
WG
NORR Limited
175 Bloor St. EastNorth Tower, 15th FloorToronto, ON, Canada M4W 3R8www.norr.com
An Ingenium Group Company
T
R
U
E
N
O
R
T
H
12A12
Project Leader
Scale
Checked
DrawnProject Manager
Client
Project
CITY OF TORONTO
UNION STATION
REVITALIZATION PROJECT
SECURITY OFFICE RELOCATION
D. BARRINGTON
T
r
u
e
N
o
r
th
North Arrow
A. SCHMIDT
N. McGOEY
S. FLEMING
1:50
DEMOLITION AND PROPOSED
FLOOR PLANS
A2-001:50
DEMOLITION FLOOR PLANA2-00
11:50
PROPOSED FLOOR PLANA2-00
2
LEGEND
EXISTING TO REMAINEXISTING TO BE DEMOLISHED / RELOCATEDNEW / RELOCATED
ITEMS SUPPLIED BY OWNER ANDINSTALLED BY CONTRACTOR
A DESK
B CHAIR
C CABINET
D BLUE SCREEN
E PRINTER/PHOTOCOPIER
F MAIL SHELVES
G KEY CABINET & KEYPAD
ITEMS SUPPLIED AND INSTALLEDBY OWNER (N.I.C.)
2019FEB11 75% CONSTRUCTION DOCUMENTS A
2019MAR04 100% CLIENT REVIEW B
2019MAR13 BUILDING PERMIT C
2019APR23 PARKS CANADA NOTIFICATION OF ALTERATION R1 D
2019JUN03 ALTERNATIVE SOLUTION E
2019JUN04 RESPONSE TO CITY F
2019SEP18 TENDER 0
EwEwb Dw
EXISTING FRAMETO REMAIN
EXISTING DOOR N.I.C.
EXISTING OPENING
860
AEQ
AEQ
WINDOW& SIGN
EXISTING SECURITYWINDOW AND STONE
SILL RELOCATED
NEW FROSTED GLASS
NEW CAST IRONSTOREFRONT BASETO MATCHSURROUNDINGSTOREFRONT BASES,BY CLIFFORDRESTORATION LIMITED
CL
GL-TLF
BLADE SIGN BYCLIFFORD RESTORATION
LIMITED
1A9-03
B EQB EQ
EXISTING STONE FINISHAT FLOOR AND BASE OFWALL WITHIN FRAME TOBE MAINTAINED, CLEANEDAND MADE GOOD
PT-2
EwEwb Dw
CREATE HOLE INEXISTING WALL
REMOVEHOARDING FROMOPENING
EXISTING FRAMETO REMAIN
EXISTING DOOR N.I.C.
STONE TO BEREMOVED AND
RE-ANCHORED ASREQUIRED
REMOVE PLYWOODCOVER FROM FLOORAND BASE OF WALL
G19a G19G20
REMOVE EXISTINGDOORS AND RETURN
TO OWNER
MAINTAIN EXISTINGDOOR OPENINGS
REMOVE ANDRELOCATE EXISTINGSECURITY WINDOWAND STONE SILL
CREATE HOLE INEXISTING WALL TOMATCH WIDTH OFEXISTING WINDOWOPENING
STONE TO BEREMOVED ANDRE-ANCHORED ASREQUIRED
G19a G19G20
MAINTAIN EXISTINGDOOR OPENINGS
NEW DOORS
NEW DOORFRAMES BEHINDEXISTING WALL
860CLEAR OPENING
860CLEAR OPENING
MATCH EXISTING WINDOWOPENING - CONTRACTOR
TO VERIFY IN FIELD
NEW DOOR
NEW SIDELIGHT
PT-2
PT-2 PT-2 GL-TLF
900 -
1100
WI-FI- PDO PUSHBUTTONS TAPED
TO STONE
REMOVE EXISTINGBADGING OFFICE SIGN
FROM CURRENTLOCATION AND TAPETO WALL, CENTERED
ON HORIZONTALSTONE JOINT
SIGN &BUTTON
CL NEW STONE TO MATCHEXISTING STONE WALLCLADDING ON EDGESOF OPENING SPANNINGWALL THICKNESS
ISSUED FOR REVYYYYMMMDD
KEY PLAN
CONSULTANTS
Detail Symbol
Drawing Title
1 inch
Check Scale (may be photo reduced)
0 0
10 mm
Project No. Drawing No.
Architect
NORR Limited
Structural
NORR Limited
Mechanical
NORR Limited
Electrical
NORR Limited
This drawing has been prepared solely for the use of
City of Toronto and there are no representations of any
kind made by NORR Limited to any party with whom
NORR Limited has not entered into a contract.
This drawing shall not be used for construction purposes
until the seal appearing hereon is signed and dated by
the Architect or Engineer.
ECBL07-0123-09
03
02
01
06
05
04 07
08
09WEST WING EAST WINGGREAT HALL
11
FU
LL
P
AT
H A
ND
F
IL
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AM
E :
PL
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0.D
WG
NORR Limited
175 Bloor St. EastNorth Tower, 15th FloorToronto, ON, Canada M4W 3R8www.norr.com
An Ingenium Group Company
T
R
U
E
N
O
R
T
H
12A12
Project Leader
Scale
Checked
DrawnProject Manager
Client
Project
CITY OF TORONTO
UNION STATION
REVITALIZATION PROJECT
SECURITY OFFICE RELOCATION
D. BARRINGTON
North Arrow
A. SCHMIDT
N. McGOEY
S. FLEMING
1:25
DEMOLITION AND PROPOSED
ELEVATIONS
A3-001:25
DEMOLITION SOUTH ELEVATIONA3-00
1
LEGEND
EXISTING TO REMAINEXISTING TO BE DEMOLISHED / RELOCATEDNEW / RELOCATED
1:25
PROPOSED SOUTH ELEVATIONA3-00
2
1:25
DEMOLITION WEST ELEVATIONA3-00
3
1:25
PROPOSED WEST ELEVATIONA3-00
4
2019FEB11 75% CONSTRUCTION DOCUMENTS A
2019MAR04 100% CLIENT REVIEW B
2019MAR13 BUILDING PERMIT C
2019APR23 PARKS CANADA NOTIFICATION OF ALTERATION R1 D
2019SEP18 TENDER 0
G21 G22G20G19aG19
+77.490
CHANGINGSTALL
S-07AREA
INTERVIEW
S-04OFFICE
S-08ROOM
LOCKER
+80.090
+79.89020
02
40
0
MB-1
EQEQ
EQ
MET-SHR PTN-1
LKR-1LKR-1
BN-1
WI-FIPDOPUSHBUTTON
11
00
1A5-00
G21 G22G20G19aG19
P-C401
UNITRETAIL
COMMERCIAL
+77.490
G21G22 G20 G19a
+77.490
+77.180
+77.436
+79.780
S-01OFFICE
BADGING
S-02OFFICEFRONT
2400MB-1
EQEQ
EQ
STAINLESS STEELHANDRAIL
NEW CONCRETE FILL
200
+79.580
6A5-00
G21G22 G20 G19a
STEP UP
P-W006
OFFICEWINDOWSECURITY
P-W005
ROOM
+77.490
+77.180
+77.490
+77.180
Dwa Dwb Ew Ewa Ewb
+80.090
+79.890+79.780
+79.580
+77.436
S-04OFFICE
S-02OFFICEFRONT
200
24
00
20
0240
0 GL-TLF
NEW CONCRETE FILL
+77.490
+77.180
REMOVE HOARDING INEXISTING STOREFRONTOPENING
GRIND EXISTINGCONCRETE TOPPINGAS NEEDED
P-W006
OFFICEWINDOWSECURITY
P-C401
UNITRETAIL
COMMERCIAL REMOVE PLYWOOD, REFER TOCONSULTANT FOR DIRECTION ONANY ITEMS FOUND UNDERNEATH
Dwa Dwb Ew Ewa Ewb
ISSUED FOR REVYYYYMMMDD
KEY PLAN
CONSULTANTS
Detail Symbol
Drawing Title
1 inch
Check Scale (may be photo reduced)
0 0
10 mm
Project No. Drawing No.
Architect
NORR Limited
Structural
NORR Limited
Mechanical
NORR Limited
Electrical
NORR Limited
This drawing has been prepared solely for the use of
City of Toronto and there are no representations of any
kind made by NORR Limited to any party with whom
NORR Limited has not entered into a contract.
This drawing shall not be used for construction purposes
until the seal appearing hereon is signed and dated by
the Architect or Engineer.
ECBL07-0123-09
03
02
01
06
05
04 07
08
09WEST WING EAST WINGGREAT HALL
11
FU
LL
P
AT
H A
ND
F
IL
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AM
E :
PL
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D
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E :
TIM
E :
11
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8 A
MS
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er 1
2, 2
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N\S
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EN
TS
\A
RC
HIT
EC
TU
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HE
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S\A
3-0
1.D
WG
NORR Limited
175 Bloor St. EastNorth Tower, 15th FloorToronto, ON, Canada M4W 3R8www.norr.com
An Ingenium Group Company
T
R
U
E
N
O
R
T
H
12A12
Project Leader
Scale
Checked
DrawnProject Manager
Client
Project
CITY OF TORONTO
UNION STATION
REVITALIZATION PROJECT
SECURITY OFFICE RELOCATION
D. BARRINGTON
North Arrow
A. SCHMIDT
N. McGOEY
S. FLEMING
1:50
DEMOLITION AND
PROPOSED SECTIONS
A3-011:50
DEMOLITION SECTION 1A3-01
1
1:50
PROPOSED SECTION 1A3-01
2
1:50
DEMOLITION SECTION 2A3-01
3
1:50
PROPOSED SECTION 2A3-01
4
LEGEND
EXISTING TO REMAINEXISTING TO BE DEMOLISHED / RELOCATEDNEW / RELOCATED
1:50
DEMOLITION SECTION 3A3-01
5
1:50
PROPOSED SECTION 3A3-01
6
2019FEB11 75% CONSTRUCTION DOCUMENTS A
2019MAR04 100% CLIENT REVIEW B
2019MAR13 BUILDING PERMIT C
2019JUN04 RESPONSE TO CITY D
2019SEP18 TENDER 0
EXISTING BASEBUILDING FRAME
WINDOW STOP
EXISTING STONECLADDING EXISTING WALL
EXISTINGCHANNELS
GL-TLF
WOODBLOCKING
PT-2
PT-2 WINDOWFRAME PT-2
F1.0
WOODWINDOW SILL
METAL STUDS
WINDOW STOP
STEEL ANGLE FASTENER
STEEL ANGLE
PLYWOOD TO SUIT
CAST IRON PIECESANCHORED TO STEEL
STRUCTURE BEHIND
STEEL PLATE TO MATCHTHICKNESS OF ANGLE
CAST IRON PIECE
WINDOW FRAME
GL-TLF
PT-2
PT-2
PT-2
PT-2
PT-2
16mm GWB
66
0
3A5-00
2A5-00
4A5-00
5A5-00
METAL STUDS
STEEL ANGLE WELDED TOSTEEL CHANNEL
EXISTING BASE BUILDINGFRAME
STEEL PLATE
STEEL CHANNEL
CAST IRON PIECESANCHORED TO STEELSTRUCTURE BEHINED
EXISTING STONE CLADDING
16mm GWBF1.0
EXISTING CONCRETEBLOCK WALL
PT-2
F1.0
EXISTING CONCRETEBLOCK WALL
EXISTING STONE CLADDING
WINDOW JAMB
EXISTING BASEBUILDING FRAME
STEEL CHANNEL
WINDOW STOP
GL-TLF
PT-2
WOOD WINDOW SILL PT-2
PT-2
EXISTING SECURITY WINDOWINSTALLED IN NEW LOCATION
EXISTING STONE CLADDING -REMOVE AND RE-ANCHOR AS
REQUIRED - SEE 1/A3-00
EXISTING TERRA COTTA WALL
GROUT THE CUT TERRA COTTABLOCKS BELOW WINDOW SILL
AND LEVEL CUT SURFACE
EXISTING STONE WINDOW SILLINSTALLED IN NEW LOCATION
2 LAYERS 16mm PLYWOOD16mm GWBON FURRINGCHANNELS
10mm THINSET
NEW OR SALVAGED STONE TO MATCHEXISTING STONE WALL CLADDING
EXISTING SECURITY WINDOWINSTALLED IN NEW LOCATION
MINIMUM 5 CLIP ANGLESWELDED TO L152x89x7.9
EXISTING STONE CLADDING - REMOVEAND RE-ANCHOR AS REQUIRED - SEE
1/A3-00
EXISTING TERRA COTTA WALL
INSTALL 2-L152x89x7.9 (LLV) WITH16mm DIA. THROUGH BOLTS @ 500
O.C. COMMENCING 75mm FROM EACHEND, MIN. BEARING OF 200mm ON
EACH END, PROVIDE STEEL PACKINGPLATES TO ENSURE EVEN BEARING
GROUT FULLY VOIDS IN TERRA COTTAWHERE THROUGH BOLTS ARE INSTALLED 16mm GWB
ON FURRINGCHANNELS
SHIM
860 M
INIM
UM
CLE
AR O
PEN
ING
AS
PER O
BC
F1.1
DOOR FRAME
860 M
INIM
UM
CLE
AR O
PEN
ING
AS
PER O
BC
DOOR S-02.1
NEW STONE BASE INFILL TO MATCHEXISTING STONE BASE
EXISTING STONE WALL
EXISTING STONE BASE
S-01OFFICE
BADGING
S-02OFFICEFRONT
F1.1
F1.1
F1.1
SWING CLEAR HINGE
DOOR IN OPEN POSITION
DOOR FRAME
DOOR S-01.1
NEW STONE BASE INFILL TOMATCH EXISTING STONE BASE
EXISTING STONE WALL
EXISTING STONE BASE
SWING CLEAR HINGE
DOOR IN OPEN POSITION
CLEAN, PATCH AND REPAIR/MAKEGOOD STONE WALLS BEHINDEXISTING DOOR FRAME AFTERREMOVAL OF FRAME
CLEAN, PATCH AND REPAIR/MAKEGOOD STONE WALLS BEHINDEXISTING DOOR FRAME AFTERREMOVAL OF FRAME
860
8A5-00
7A5-00
30
03
00
EQ A
EQ A
EQ A
38mm DIAMETERSTAINLESS STEEL
HANDRAIL
STANDARD STAINLESS STEELBRACKETS TO MATCH UNION
STATION BASE BUILDINGSTANDARD, AT 1000mm O.C.
MAX, SPACED EQUALLY
BOTTOM OF RAMP
TOP OF RAMP
30
03
00
38mm DIAMETERSTAINLESS STEELHANDRAIL
STANDARD STAINLESS STEELBRACKETS TO MATCH UNIONSTATION BASE BUILDINGSTANDARD, AT 1000mm O.C.MAX, SPACED EQUALLY
12A5-00
EQ B
EQ B
11A5-00
BEA
M
CUT EXISTING CONCRETETOPPING AS NEEDED
EXISTING STEEL BEAM
NEW LIGHTWEIGHTFOAM CONCRETE WITH
CONCRETE TOPPING EXISTING FLOOR LEVEL
NEW FLOOR LEVEL
CO
NC
RET
ET
OPP
ING
EXISTING FLOOR LEVEL
NEW FLOOR LEVEL
38mm DIAMETER STAINLESSSTEEL HANDRAIL
STANDARD STAINLESS STEELBRACKET TO MATCH UNION
STATION BASE BUILDINGSTANDARD, AT 1000mm
O.C. MAX, SPACED EQUALLY
300
LINE OF WALL BEYOND
10mm SQUARE HEAD BOLT
92
0 T
O T
OP
OF
FIN
ISH
ED F
LOO
R
920 T
O T
OP
OF
FIN
ISH
ED F
LOO
R
15A5-00
38mm DIAMETER STAINLESSSTEEL HANDRAIL
50
PROVIDE IN-WALL SUPPORTFOR HANDRAIL
STANDARD STAINLESSSTEEL BRACKET TO MATCH
UNION STATION BASEBUILDING STANDARD
38mm DIAMETER STAINLESSSTEEL HANDRAIL
STANDARD STAINLESS STEELBRACKET TO MATCH UNIONSTATION BASE BUILDINGSTANDARD, AT 1000mmO.C. MAX, SPACED EQUALLY
300
LINE OF WALL BEYOND
10mm SQUARE HEAD BOLT
920 T
O T
OP
OF
FIN
ISH
ED F
LOO
R
920 T
O T
OP
OF
FIN
ISH
ED F
LOO
R
14A5-00
SIM
13A5-00
SIM
EQA
EQ
A
EQ
A
EQ
B
EQ
B
38mm DIAMETERSTAINLESS STEEL POST
POST EMBEDDED INTOCONCRETE RAMP
300 300
50
FLOOR LEVEL OFUNOCCUPIED SPACE
38mm DIAMETER STAINLESSSTEEL HANDRAIL
STANDARD STAINLESS STEELBRACKETS TO MATCH UNION STATIONBASE BUILDING STANDARD, AT1000mm O.C. MAX, SPACED EQUALLY
14A5-00
13A5-00
300 300EQ
A
EQ
A
EQ
A
EQ
B
EQ
B
38mm DIAMETER STAINLESSSTEEL HANDRAIL
STANDARD STAINLESS STEEL BRACKETS TOMATCH UNION STATION BASE BUILDINGSTANDARD, AT 1000mm O.C. MAX, SPACEDEQUALLY
ISSUED FOR REVYYYYMMMDD
KEY PLAN
CONSULTANTS
Detail Symbol
Drawing Title
1 inch
Check Scale (may be photo reduced)
0 0
10 mm
Project No. Drawing No.
Architect
NORR Limited
Structural
NORR Limited
Mechanical
NORR Limited
Electrical
NORR Limited
This drawing has been prepared solely for the use of
City of Toronto and there are no representations of any
kind made by NORR Limited to any party with whom
NORR Limited has not entered into a contract.
This drawing shall not be used for construction purposes
until the seal appearing hereon is signed and dated by
the Architect or Engineer.
ECBL07-0123-09
03
02
01
06
05
04 07
08
09WEST WING EAST WINGGREAT HALL
11
FU
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WG
NORR Limited
175 Bloor St. EastNorth Tower, 15th FloorToronto, ON, Canada M4W 3R8www.norr.com
An Ingenium Group Company
T
R
U
E
N
O
R
T
H
12A12
Project Leader
Scale
Checked
DrawnProject Manager
Client
Project
CITY OF TORONTO
UNION STATION
REVITALIZATION PROJECT
SECURITY OFFICE RELOCATION
D. BARRINGTON
T
r
u
e
N
o
r
th
North Arrow
A. SCHMIDT
N. McGOEY
S. FLEMING
AS SHOWN
PLAN AND SECTION DETAILS
A5-00
1:5
STOREFRONT WINDOW HEAD SECTION DETAIL A5-00
3
1:5
STOREFRONT WINDOW SILL SECTION DETAIL A5-00
21:20
STOREFRONT WINDOW SECTIONA5-00
1
1:5
STOREFRONT WINDOW BASE PLAN DETAIL A5-00
5
1:5
STOREFRONT WINDOW JAMB PLAN DETAIL A5-00
4
1:5
SECURITY WINDOW HEAD SECTION DETAIL A5-00
8
1:5
SECURITY WINDOW SILL SECTION DETAIL A5-00
7
1:5
DOOR PLAN DETAILS AT EXISITING BUILDING OPENINGSA5-00
9
1:20
SECURITY WINDOW SECTIONA5-00
6
LEGEND
EXISTING TO REMAINEXISTING TO BE DEMOLISHED / RELOCATEDNEW / RELOCATED
2019FEB11 75% CONSTRUCTION DOCUMENTS A
1:10
FLOOR SLAB SECTION DETAILA5-00
16
1:10
HANDRAIL PLAN DETAILA5-00
10
1:5
HANDRAIL ELEVATION DETAILA5-00
141:5
HANDRAIL ELEVATION DETAILA5-00
131:5
HANDRAIL SECTION DETAILA5-00
15
2019MAR04 100% CLIENT REVIEW B
2019MAR13 BUILDING PERMIT C
1:10
HANDRAIL ELEVATIONA5-00
12
1:10
HANDRAIL ELEVATIONA5-00
11
2019JUN04 RESPONSE TO CITY D
2019SEP18 TENDER 0
25
53
00
25
5
1090
2 STEPS UP
3A5-01
±77.180
±77.436
EXISTINGFLOOR LEVEL
2A5-01
30
0
NEW FLAT PLATESTEEL GUARDRAIL
MET-SHR 38mm DIAMETERSTEEL HANDRAIL
MET-SHR
AS-1 - ABRASIVE SAFETYNOSING IN CONTRASTING
COLOUR
30
0
AS-2 - TACTILE ATTENTIONINDICATOR DOMES, 20x6
GRID EVENLY SPACED
25
5
11
00
CONCRETE STEPS
25
6
NEW FLAT PLATESTEEL GUARDRAIL
+77.180
+77.436
MET-SHR
FLAT STEEL BRACKETTO WALL
4A5-01
STEEL BRACKET CLIP TOCONCRETE SLAB EDGE
MET-SHR
MET-SHR
STEEL HANDRAIL MET-SHR
11
00
CONCRETE STEPS
NEW FLAT PLATESTEEL GUARDRAIL
+77.180
+77.436
MET-SHR 38mm DIAMETERSTEEL HANDRAIL
MET-SHR
92
0
92
0
25
6
92
0
255
300
300
EQEQ
4A5-01
256
1100NEW FLAT PLATE
STEEL GUARDRAILMET-SHR
STEEL BRACKET CLIP TOCONCRETE SLAB EDGE
6A5-01
MET-SHR
+77.180
+77.436
5A5-01
STEEL HANDRAILMET-SHR
NEW FLAT PLATESTEEL GUARDRAIL
MET-SHR
STEEL BRACKET CLIP TOCONCRETE SLAB EDGE
38
CHEMICAL EPOXYCONNECTIONS
MET-SHR
50
38mm DIAMETERSTEEL HANDRAIL MET-SHR
STEEL BRACKETANCHORED TOEVERY SECONDVERTICAL FLAT PLATE
MET-SHR
ALIGN STEP WITHCOLUMN EDGE
255
255555 300
8A5-01
9A5-01
255 300
38mm DIAMETER STAINLESSSTEEL HANDRAIL
2 STEPSUP
38mm DIAMETER STAINLESSSTEEL HANDRAIL
±77.490
EXISTING FLOORLEVEL - SITE VERIFY
±77.180
EXISTINGFLOOR LEVEL
AS-1 - ABRASIVE SAFETYNOSING IN CONTRASTINGCOLOUR
AS-2 - TACTILE ATTENTIONINDICATOR DOMES, 6x34GRID EVENLY SPACED
300255
+77.180
+77.490
31
0 EQEQ
92
0
92
0
92
0
255300
300
150
150 38mm DIAMETERSTAINLESS STEELHANDRAIL
STANDARD STAINLESSSTEEL BRACKET TOMATCH UNIONSTATION BASEBUILDING STANDARD
CONCRETE STEPS
10A5-01
10A5-01
SIM
12A5-01
TYP +77.180
+77.490
150
300
255
150
92
0
92
0EQ
EQ
38mm DIAMETER STAINLESSSTEEL HANDRAIL
STANDARD STAINLESSSTEEL BRACKET TO MATCH
UNION STATION BASEBUILDING STANDARD
CONCRETE STEPS
CONCRETE COLUMN BEYOND
LINE OF WALL BEYOND
10A5-01
10A5-01
SIM
31
0
SIM
38mm DIAMETERSTAINLESS STEELHANDRAIL
STANDARD STAINLESSSTEEL BRACKET TOMATCH UNIONSTATION BASEBUILDING STANDARD
10mm SQUAREHEAD BOLT
11A5-01
38mm DIAMETER STAINLESSSTEEL HANDRAIL50
STANDARD STAINLESSSTEEL BRACKET TO MATCHUNION STATION BASEBUILDING STANDARD
PROVIDE IN-WALL SUPPORTFOR HANDRAIL AS NEEDED
AS-1 - ABRASIVE SAFETY NOSING INBLACK CONTRASTING COLOUR
EMBEDDED INTO CONCRETE STEP -TYPICAL FOR ALL STAIR NOSINGS
50R10
EXTRUDED ALUMINUM BASE
ABRASIVE FILLER
ISSUED FOR REVYYYYMMMDD
KEY PLAN
CONSULTANTS
Detail Symbol
Drawing Title
1 inch
Check Scale (may be photo reduced)
0 0
10 mm
Project No. Drawing No.
Architect
NORR Limited
Structural
NORR Limited
Mechanical
NORR Limited
Electrical
NORR Limited
This drawing has been prepared solely for the use of
City of Toronto and there are no representations of any
kind made by NORR Limited to any party with whom
NORR Limited has not entered into a contract.
This drawing shall not be used for construction purposes
until the seal appearing hereon is signed and dated by
the Architect or Engineer.
ECBL07-0123-09
03
02
01
06
05
04 07
08
09WEST WING EAST WINGGREAT HALL
11
FU
LL
P
AT
H A
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F
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PL
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NORR Limited
175 Bloor St. EastNorth Tower, 15th FloorToronto, ON, Canada M4W 3R8www.norr.com
An Ingenium Group Company
T
R
U
E
N
O
R
T
H
12A12
Project Leader
Scale
Checked
DrawnProject Manager
Client
Project
CITY OF TORONTO
UNION STATION
REVITALIZATION PROJECT
SECURITY OFFICE RELOCATION
D. BARRINGTON
T
r
u
e
N
o
r
th
North Arrow
A. SCHMIDT
S. FLEMING
S. FLEMING
AS SHOWN
PLAN AND SECTION DETAILS
A5-011:20
FRONT OFFICE STAIR PLANA5-01
1
LEGEND
EXISTING TO REMAINEXISTING TO BE DEMOLISHED / RELOCATEDNEW / RELOCATED
1:20
FRONT OFFICE GUARDRAIL ELEVATIONA5-01
21:20
FRONT OFFICE STAIR SECTIONA5-01
31:20
FRONT OFFICE STAIR SECTIONA5-01
41:5
HANDRAIL SECTION DETAILA5-01
51:5
GUARDRAIL DETAILA5-01
6
1:20
OFFICE STAIR PLANA5-01
71:20
OFFICE STAIR SECTIONA5-01
81:20
OFFICE STAIR SECTIONA5-01
91:5
HANDRAIL ELEVATION DETAILA5-01
101:5
HANDRAIL SECTION DETAILA5-01
111:2
TYPICAL NOSING DETAILA5-01
12
2019JUN03 ALTERNATIVE SOLUTION A
2019JUN04 RESPONSE TO CITY B
2019SEP18 TENDER 0
2600 AFFACT-1
2400 AFFGWB
2400 AFFACT-1
2400 AFFGWB
2600 AFFACT-1
2600 AFFACT-1
EXP
2600 AFFACT-1
2400 AFFGWB
EXP
EXP
2600 AFFACT-1
B EQB EQ
GWB
CEILING HEIGHT TOMATCH HEIGHT OFEXISTING OPENING
S-08ROOM
LOCKER
S-01OFFICE
BADGING
S-07AREA
INTERVIEW
S-04OFFICE
S-02OFFICEFRONT
S-03ROOM
AND DATAPOWER
S-06WASHROOM
1 1
1 1
1
1
1 11
2
EXPOSEDDROP BEAM
EXPOSEDDROP BEAM
FULL TILESFULL
TIL
ES
CENTERTILES INSPACE
CENTERTILES INSPACE
CEQ
CEQ
ALIGN TILEWITH WALLCORNER
AEQ
J
EQ
J
EQH EQ
H EQ
CENTER LIGHTSWITHIN WALLS
AND BEAMS
K EQK EQ
CENTER LIGHTSWITHIN CHANGINGSTALLS INEAST-WESTDIRECTION
1200GEQ
GEQ
AEQ
AEQ
AEQ
B EQB EQ
DEQ
DEQ
EEQ
EEQ
ALIGNLIGHTS
900
900
FEQ
FEQ
ALIGN LIGHTS
900
L EQL EQ
MEQM
EQ
2A6-00
TYP
2
N EQN EQ
N EQN EQ
CENTER ITEMS WITHINROOM IN EAST-WESTDIRECTION
Fw Ewb Ewa Ew Dwb Dwa Dw Cwa
G23
G18
G18a
G19
G19a
G20
G21
G22
ACOUSTIC CEILINGTILE ACT-1
SUSPENSION SYSTEM
HANGER WIRE
U/S EXISTING SLAB
TRIM
PAINTED GWBBULKHEAD
PAINTED GWBCEILING
20
0
ATTACH STUDS TOU/S SLAB AS REQUIRED
BRACING AS REQUIRED
PT-1
PT-1
ISSUED FOR REVYYYYMMMDD
KEY PLAN
CONSULTANTS
Detail Symbol
Drawing Title
1 inch
Check Scale (may be photo reduced)
0 0
10 mm
Project No. Drawing No.
Architect
NORR Limited
Structural
NORR Limited
Mechanical
NORR Limited
Electrical
NORR Limited
This drawing has been prepared solely for the use of
City of Toronto and there are no representations of any
kind made by NORR Limited to any party with whom
NORR Limited has not entered into a contract.
This drawing shall not be used for construction purposes
until the seal appearing hereon is signed and dated by
the Architect or Engineer.
ECBL07-0123-09
03
02
01
06
05
04 07
08
09WEST WING EAST WINGGREAT HALL
11
FU
LL
P
AT
H A
ND
F
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AM
E :
PL
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6-0
0.D
WG
NORR Limited
175 Bloor St. EastNorth Tower, 15th FloorToronto, ON, Canada M4W 3R8www.norr.com
An Ingenium Group Company
T
R
U
E
N
O
R
T
H
12A12
Project Leader
Scale
Checked
DrawnProject Manager
Client
Project
CITY OF TORONTO
UNION STATION
REVITALIZATION PROJECT
SECURITY OFFICE RELOCATION
D. BARRINGTON
T
r
u
e
N
o
r
th
North Arrow
A. SCHMIDT
N. McGOEY
S. FLEMING
AS SHOWN
PROPOSED REFLECTED CEILING PLAN
& DETAILS
A6-001:50
PROPOSED REFLECTED CEILING PLANA6-00
1
LEGEND
EXISTING TO REMAINEXISTING TO BE DEMOLISHED / RELOCATEDNEW / RELOCATED
CEILING TYPES
ACT-1 ACOUSTIC CEILING TILESEE LIST OF MATERIALS FOR ACT-1
GWB GYPSUM WALL BOARD
FINISH - SEE LIST OF MATERIALS
NOTE: ALL VERTICAL BULKHEAD SURFACES TO BE
GWB FINISHED WITH
EXP EXPOSED
FINISH - SEE LIST OF MATERIALS
CEILING SYMBOLS
2'x'2 LIGHT
UP-DOWN PENDENT LIGHTSUSPENDED FROM EXPOSEDCEILING
1 2
153 153
1219
915
PT-1
CONC-S
PT-1
RECESSED LIGHT
SUPPLY AIR DIFFUSER
RETURN OR EXHAUST AIRGRILLE OR REGISTER
SPRINKLER HEAD
CEILING-MOUNTEDEXIT SIGN
HEIGHTMAT CEILING MATERIAL
CEILING HEIGHT IN mm
2019FEB11 75% CONSTRUCTION DOCUMENTS A
1:10
TYPICAL ACT-1 TO GWB CEILING TRANSITIONA6-00
2
2019MAR04 100% CLIENT REVIEW B
2019MAR13 BUILDING PERMIT C
2019JUN04 RESPONSE TO CITY D
2019SEP18 TENDER 0
S-08ROOM
LOCKER
S-01OFFICE
BADGING
S-07AREA
INTERVIEW
S-04OFFICE
S-02OFFICEFRONT
S-03ROOM
AND DATAPOWER
S-06WASHROOM
PT-1
SANDBLAST EXISTINGEXPOSED BRICK WALL
PT-1
PT-1
T-1
PT-1
PT-1
PT-1
MET-SHR
3mm SHEET STEELGLUED TO WALLBETWEEN 460 AFFAND 1460 AFF
PT-1
CONC-S
CONC-S
CONC-S
PT-1
D-300 TRIM D-300 TRIM
D-300 TRIM
D-300 TRIM D-300 TRIM
3A9-00
2A9-00
PT-1
CONC-S
D-300TRIM
PT-1
Fw Ewb Ewa Ew Dwb Dwa Dw Cwa
G23
G18
G18a
G19
G19a
G20
G21
G22
D-300 TRIM
EXPOSED SANDBLASTEDCONCRETE COLUMN
CONC-S D-300 TRIM
±30
D-300 TRIM
EXPOSED SANDBLASTEDCONCRETE COLUMN
CONC-S
D-300 TRIM
±30
±30
ISSUED FOR REVYYYYMMMDD
KEY PLAN
CONSULTANTS
Detail Symbol
Drawing Title
1 inch
Check Scale (may be photo reduced)
0 0
10 mm
Project No. Drawing No.
Architect
NORR Limited
Structural
NORR Limited
Mechanical
NORR Limited
Electrical
NORR Limited
This drawing has been prepared solely for the use of
City of Toronto and there are no representations of any
kind made by NORR Limited to any party with whom
NORR Limited has not entered into a contract.
This drawing shall not be used for construction purposes
until the seal appearing hereon is signed and dated by
the Architect or Engineer.
ECBL07-0123-09
03
02
01
06
05
04 07
08
09WEST WING EAST WINGGREAT HALL
11
FU
LL
P
AT
H A
ND
F
IL
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AM
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PL
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9-0
0.D
WG
NORR Limited
175 Bloor St. EastNorth Tower, 15th FloorToronto, ON, Canada M4W 3R8www.norr.com
An Ingenium Group Company
T
R
U
E
N
O
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12A12
Project Leader
Scale
Checked
DrawnProject Manager
Client
Project
CITY OF TORONTO
UNION STATION
REVITALIZATION PROJECT
SECURITY OFFICE RELOCATION
D. BARRINGTON
T
r
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N
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North Arrow
A. SCHMIDT
N. McGOEY
S. FLEMING
AS SHOWN
FINISHES PLAN & DETAILS
A9-001:50
WALL FINISHES PLANA9-00
1
LEGEND
EXISTING TO REMAINEXISTING TO BE DEMOLISHED / RELOCATEDNEW / RELOCATED
FLOOR FINISHES
ALL FLOORS FINISHED WITH CONC-P
WALL BASES
WALL FINISH WALL BASE
PT-1
CONC-S
T-1 TB-1
RB-1
RB-1
2019FEB11 75% CONSTRUCTION DOCUMENTS A
1:5
PLAN DETAIL AT EXPOSED COLUMNA9-00
2
1:5
PLAN DETAIL AT EXPOSED COLUMNA9-00
3
2019MAR04 100% CLIENT REVIEW B
2019SEP18 TENDER 0
MIN 460
MIN 920
MIN
87
0
600
MIN
46
0M
AX 4
80
MIN
90
0
MIN 1500
150
300
EQ EQ
A9-01
32
54
VERTICALLYALIGN GB-1AND SND-1
SND-1
GB-1
GB-2
HD-1
CH-1
MIR-1 SD-1
SH-1
TPD-1 WR-1
Ø1700
6A9-01
100mm DIA. FLOOR DRAIN
MA
X 8
40
MIN
900
MA
X 1
200
MA
X 2
00
CL
TILE SETTING OUT POINT
ALIGN
MA
X 1
200
SH-1
MIR-1
HD-1
SD-1
T-1
TB-1
CONC-S
RB-1
MA
X 1
20
0
FULL TILESEQ EQ
FULL
TIL
ES
WR-1CH-1HD-1
T-1
TB-1
"PUSH TO OPEN"BUTTON
11
00
"PUSH TO LOCK"BUTTON
600
CENTRE CH-1 ONVERTICAL TILEJOINT
75
0
MIN
60
0M
AX 8
00
FULL
TIL
ES
12
00
GB-1GB-2TPD-1
WR-1
T-1
TB-1
CH-1
CENTREVERTICAL TILEJOINT WITHGRAB BAR
CENTRE WR-1HORIZONTALLYWITH TILE
11
00
15
00
6A9-03
ANNUNCIATOR
EMERGENCY CALLBUTTON
EMERGENCY CALLBUTTON SIGN
EQA
EQA
EQB
EQB
MIN
430
MA
X 4
85
MIN
840
MA
X 9
20
700
TILE SETTING OUT POINT
CL
MIR-1
SD-1
SH-1
SND-1
GB-1
GB-2
TPD-1
T-1
TB-1
CONC-S
RB-1
EQ EQ EQ
SITE VERIFY
915 915
EQ EQ
2083
1829
152
60
11
00
300PDO PUSH
BUTTON
15
00
WASHROOMSIGN, ALIGNED
WITH EDGES OFBUTTON AND
LIGHT
4A9-03
DOME LIGHTWITH SOUNDER
ISSUED FOR REVYYYYMMMDD
KEY PLAN
CONSULTANTS
Detail Symbol
Drawing Title
1 inch
Check Scale (may be photo reduced)
0 0
10 mm
Project No. Drawing No.
Architect
NORR Limited
Structural
NORR Limited
Mechanical
NORR Limited
Electrical
NORR Limited
This drawing has been prepared solely for the use of
City of Toronto and there are no representations of any
kind made by NORR Limited to any party with whom
NORR Limited has not entered into a contract.
This drawing shall not be used for construction purposes
until the seal appearing hereon is signed and dated by
the Architect or Engineer.
ECBL07-0123-09
03
02
01
06
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04 07
08
09WEST WING EAST WINGGREAT HALL
11
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NORR Limited
175 Bloor St. EastNorth Tower, 15th FloorToronto, ON, Canada M4W 3R8www.norr.com
An Ingenium Group Company
T
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N
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12A12
Project Leader
Scale
Checked
DrawnProject Manager
Client
Project
CITY OF TORONTO
UNION STATION
REVITALIZATION PROJECT
SECURITY OFFICE RELOCATION
D. BARRINGTON
T
r
u
e
N
o
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th
North Arrow
A. SCHMIDT
N. McGOEY
S. FLEMING
1:20
ENLARGED PLANS &
INTERIOR ELEVATIONS
A9-011:20
ENLARGED WASHROOM PLANA9-01
11:20
NORTH WASHROOM ELEVATIONA9-01
21:20
EAST WASHROOM ELEVATIONA9-01
31:20
SOUTH WASHROOM ELEVATIONA9-01
41:20
WEST WASHROOM ELEVATIONA9-01
5
1:20
CHANGING PARTITION ELEVATION - PTN-1A9-01
7
2019FEB11 75% CONSTRUCTION DOCUMENTS A
1:20
EXTERIOR WASHROOM ELEVATIONA9-01
6
2019MAR04 100% CLIENT REVIEW B
2019MAR13 BUILDING PERMIT C
2019JUN04 RESPONSE TO CITY D
2019SEP18 TENDER 0
610
610
727727727
SITE VERIFY
3200
SSF-1
610
400
R400
R400
R400
R400
3A9-02
2A9-02
2 - C180x18 WELDEDBACK TO BACK
MET-SHR
STEEL CHANNEL WELDED TOC180x18 PAIRS AT EITHER END
MET-SHR
200
200
200
75
0
SITE VERIFY
SSF-1
2 - C180x18 WELDEDBACK TO BACK
MET-SHR
STEEL CHANNELS WELDED TOC180-x18 PAIRS AT EITHER END
MET-SHR
200 200
75
0
610
3200
SSF-116
A9-02
PAINTED 38x38mm STEEL ANGLE,CONTINUOUS ALONG PERIMETER OF DESK,FASTENED TO EAST AND WEST WALLS
PT-5
2 - C180x18 WELDEDBACK TO BACK MET-SHR
STEEL CHANNEL WELDED TOC18-x18 PAIRS AT EITHER END
MET-SHR
50
19A9-02
200
TERMINATE 38x38mm STEELANGLE AT C180x18 PAIR
610
460
SSF-1
17A9-02
PAINTED 38x38mmSTEEL ANGLE
PT-5
STEEL CHANNEL WELDED TOC18-x18 PAIRS AT EITHER END
MET-SHR
2 - C180x18 WELDEDBACK TO BACK
MET-SHR
PAINTED 38x38mm STEELANGLE FASTENED TO WALL
PT-519A9-02
200
460
100
SSF-1
2 - C180x18 WELDEDBACK TO BACK
MET-SHR
2720
200 200
SSF-1
2720
610
5A9-02
6A9-02
200
200
2 - C180x18 WELDEDBACK TO BACK
MET-SHR
STEEL CHANNELWELDED TO C180x18PAIRS AT EITHER END
MET-SHR
200
750
PLAM-1
SSF-1
18A9-02
75
EQ100
50
EQ
75
610
75
75
0
910 460
SITE VERIFY
PLAM-1
PLAM-1
PLAM-1
PLAM-1
SSF-1
LEE VALLEY 128mmBAR PULL, OIL-RUBBEDBRONZE FINISH,PRODUCT 02A14.87
LEE VALLEY 256mmBAR PULL, OIL-RUBBED
BRONZE FINISH,PRODUCT 02A14.89
SSF-1
61
0
SITE VERIFY
8A9-02
9A9-02
SITE
VER
IFY
SITE VERIFY
SSF-1
12A9-02
11A9-02
750
SITE VERIFY
EQ EQ
PLAM-1
SSF-1
PLAM-1
LEE VALLEY 256mmBAR PULL, OIL-RUBBED
BRONZE FINISH,PRODUCT 02A14.89
SITE VERIFY
750
PLAM-1
SSF-1
18A9-02
75
EQ100
50
75
EQ
75
15A9-02
14A9-02
40
0
RADIO CHARGERSN.I.C.
PLAM-2
SITE VERIFYMIN 975
2400
U/S BULKHEADSEE A6-00
RADIO CHARGERSN.I.C.
PLAM-2
PLAM-2
EQ 2EQ EQ
25
2 DUPLEX OUTLETSPER SHELF, BLACKCOLOUR TOMATCH PLAM-2
SITE VERIFYMIN 975
2400
100
EQ
400
RADIOCHARGERS
N.I.C.
PLAM-2
U/S BULKHEADSEE A6-00
HEIGHT-ADJUSTABLE
SHELVES
EQEQ
EQEQ
EQ
MIN
360
50
MITERED JOINTPENCIL ROUND CORNER
SSF-1 19mm PLYWOOD PT-5
100
MITERED JOINTPENCIL ROUND CORNER
SSF-1
19mm PLYWOOD PT-5
PAINTED 38x38mmSTEEL ANGLE PT-5
50
MITERED JOINTPENCIL ROUND CORNER
SSF-1 19mm PLYWOOD -PAINT WHERE EXPOSED
BLOCKING
PT-5
STEEL PLATEWELDED TO
C180X18MET-SHR
C180X18MET-SHR
LEVELING MOUNT,BLACK COLOUR
ISSUED FOR REVYYYYMMMDD
KEY PLAN
CONSULTANTS
Detail Symbol
Drawing Title
1 inch
Check Scale (may be photo reduced)
0 0
10 mm
Project No. Drawing No.
Architect
NORR Limited
Structural
NORR Limited
Mechanical
NORR Limited
Electrical
NORR Limited
This drawing has been prepared solely for the use of
City of Toronto and there are no representations of any
kind made by NORR Limited to any party with whom
NORR Limited has not entered into a contract.
This drawing shall not be used for construction purposes
until the seal appearing hereon is signed and dated by
the Architect or Engineer.
ECBL07-0123-09
03
02
01
06
05
04 07
08
09WEST WING EAST WINGGREAT HALL
11
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NORR Limited
175 Bloor St. EastNorth Tower, 15th FloorToronto, ON, Canada M4W 3R8www.norr.com
An Ingenium Group Company
T
R
U
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N
O
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T
H
12A12
Project Leader
Scale
Checked
DrawnProject Manager
Client
Project
CITY OF TORONTO
UNION STATION
REVITALIZATION PROJECT
SECURITY OFFICE RELOCATION
D. BARRINGTON
T
r
u
e
N
o
r
th
North Arrow
A. SCHMIDT
N. McGOEY
S. FLEMING
AS SHOWN
MILLWORK DETAILS
A9-021:20
PLAN - OFFICE DESKA9-02
11:20
ELEVATION - OFFICE DESKA9-02
2
1:10
SECTION - OFFICE DESKA9-02
3
1:20
PLAN - INTERVIEW BENCHA9-02
41:20
ELEVATION - INTERVIEW BENCHA9-02
5
1:10
SECTION - INTERVIEW BENCHA9-02
6
1:20
PLAN - SECURITY DESKA9-02
71:20
ELEVATION - SECURITY DESKA9-02
81:20
PLAN - SECURITY SIDEBOARDA9-02
101:20
ELEVATION - SECURITY SIDEBOARDA9-02
11
1:10
SECTION - SECURITY SIDEBOARDA9-02
12
1:10
SECTION - SECURITY DESKA9-02
9
1:20
PLAN - RADIO SHELVESA9-02
131:20
ELEVATION - RADIO SHELVESA9-02
141:20
SECTION - RADIO SHELVESA9-02
15
2019FEB11 75% CONSTRUCTION DOCUMENTS A
1:2
OFFICE DESK EDGE DETAILA9-02
16
1:2
BENCH EDGE DETAILA9-02
17
2019MAR04 100% CLIENT REVIEW B
1:2
COUNTER EDGE DETAILA9-02
18
1:2
LEVELING MOUNT DETAILA9-02
19
2019MAR13 BUILDING PERMIT C
2019SEP18 TENDER 0
EXISTING STONE CLADDING
1332
118
23
4
17
9
12.7mm ALUMINUM FRAME
STEEL PLATE
2 LAYERS OF 3mm PLEXIGLASSWITH TEXT AND LOGO
SIGNAGE LIGHT3
A9-03
PT-2
PT-2
HSS 76x76x6.4 PT-2
2 LAYERS OF 3mm PLEXIGLASSWITH TEXT AND LOGO
478
503
19
30
12.7mmALUMINUMFRAME
PT-2
EXISTING CONCRETECOLUMN
EXISTING CONCRETECOLUMN
2
A9-03
4-16mm DIA. ANCHORSWITH HILTI HIT-HY 200
MIN. EMBED. 150mm
225x275x16mmTHICK WALL PLATE
HSS 76x76x6.4WELDED TO HSS
152x102x6.4
HSS 152x102x6.4WELDED TO WALL
PLATE AT EACH END
225x275x16mmTHICK WALL PLATE
4-16mm DIA. ANCHORSWITH HILTI HIT-HY 200
MIN. EMBED. 150mm
MAXIMUM 1200
SIGN BY CLIFFORD RESTORATION LIMITED
615
573
41 478 5441
22
94
1
35
62
2
31
2
22
CLEARVIEW ADA FONT
1A9-03
12.7mm ALUMINUM PLATE
PLEXIGLASS
12.7mm ALUMINUMFRAME
PT-2
PT-2
SECURITYOFFICE
CITY OF TORONTO LOGO
225x275x16mmTHICK WALL PLATE
4-16mm DIA. ANCHORSWITH HILTI HIT-HY 200
MIN. EMBED. 150mm
HSS 152x102x6.4WELDED TO WALL
PLATE AT EACH END
HSS 76x76x6.4WELDED TO HSS
152x102x6.4
EXISTING WALL
U/S FINISHED CEILING
HSS 76x76x6.4
30
30
225
27
5
PT-2
SIGN BY CLIFFORDRESTORATION LIMITED
PT-2
PT-2
22
41
22
94
12
2
57
25
23
5
27
0
12.7mm ALUMINUM PLATE
19mm x 19mmALUMINUM CHANNEL
2 LAYERS OF 3mm PLEXIGLASS
12.7mm ALUMINUM FRAME
PT-2
216
16
222
180
16
652
10
10
RAISED PHOTOPOLYMERTEXT, CLEARVIEW ADA FONT
10
16
10
34
10
634
113
AEQ
AEQ
BEQ
BEQ
RAISED PHOTOPOLYMERBRAILLE READS: UNISEXACCESSIBLE WASHROOM
270
ALUMINUM FLATBAR
PP-1
PT-3
PAINTED ALUMINUM
PT-3
ALUMINUM BACK PLATE
PP-1
PT-4
ALUMINUM BACK PLATE
ALUMINUM FLATBAR
RAISEDPHOTOPOLYMERPICTO
PT-3ALUMINUM FLATBAR
PP-1
PT-3
PT-4
PT-3
PAINTED ALUMINUM
CEQ
CEQ
5A9-03
SIGN BY WSI SIGN SYSTEMS LTDIN THE EVENT OF ANEMERGENCY PUSH
EMERGENCY BUTTON ANDAUDIBLE AND VISUAL
SIGNAL WILL ACTIVATE
494
500
16
23
8
10
10
16
27
0
PT-3
PT-4
RAISED PHOTOPOLYMERTEXT, 25mm HIGH LETTERS,5mm STROKE, CLEARVIEWADA FONT, TEXT CENTEREDON SIGN
PT-3
ALUMINUM FLATBAR
ALUMINUM BACK PLATE
PT-3
PAINTED ALUMINUM
PP-1
ALUMINUM FLATBAR PT-3
ALUMINUM BACK PLATE
7A9-03
SIGN BY WSI SIGN SYSTEMS LTD
222x13x3mm ALUMINUMFLATBAR TRIM AT TOP ANDBOTTOM OF SIGN
1.6mm THICK ALUMINUM BLADEATTACHED WITH 3M VHB TAPEWITH PHOTOPOLYMER FORRAISED PICTO
6mm ALUMINUM BACK PLATEWITH GROOVES FORDECORATIVE BARS
6x13mm ALUMINUM FLATBARNOTCHED TO FIT AROUNDBACK PLATE. SECURED TO BACKPLATE WITH SCREWS AT BACK.
13
3x13mm ALUMINUM FLATBARNOTCHED TO FIT AROUNDBACK PLATE, GLUED INTOGROOVE IN BACK PLATE
PIN MOUNTED (#8) TO WALLWITH 3mm SPACERS
PT-3
PT-3
WALL FACE
3
1.6mm THICK ALUMINUM BLADEATTACHED WITH 3M VHB TAPEWITH PHOTOPOLYMER FORRAISED TEXT AND BRAILLE
PT-3
PT-3
PT-3
222x13x3mm ALUMINUMFLATBAR TRIM AT TOP ANDBOTTOM OF SIGN
1.6mm THICK ALUMINUM BLADEATTACHED WITH 3M VHB TAPEWITH PHOTOPOLYMER FORRAISED TEXT
PIN MOUNTED (#8) TO WALLWITH 3mm SPACERS. USEANCHORS IN GROUT LINESWHEREVER POSSIBLE
6mm ALUMINUM BACK PLATEWITH GROOVES FORDECORATIVE BARS
3x13mm ALUMINUM FLATBARNOTCHED TO FIT AROUNDBACK PLATE, GLUED INTOGROOVE IN BACK PLATE
133
WALL FACE
PT-3
PT-3
ISSUED FOR REVYYYYMMMDD
KEY PLAN
CONSULTANTS
Detail Symbol
Drawing Title
1 inch
Check Scale (may be photo reduced)
0 0
10 mm
Project No. Drawing No.
Architect
NORR Limited
Structural
NORR Limited
Mechanical
NORR Limited
Electrical
NORR Limited
This drawing has been prepared solely for the use of
City of Toronto and there are no representations of any
kind made by NORR Limited to any party with whom
NORR Limited has not entered into a contract.
This drawing shall not be used for construction purposes
until the seal appearing hereon is signed and dated by
the Architect or Engineer.
ECBL07-0123-09
03
02
01
06
05
04 07
08
09WEST WING EAST WINGGREAT HALL
11
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NORR Limited
175 Bloor St. EastNorth Tower, 15th FloorToronto, ON, Canada M4W 3R8www.norr.com
An Ingenium Group Company
T
R
U
E
N
O
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T
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12A12
Project Leader
Scale
Checked
DrawnProject Manager
Client
Project
CITY OF TORONTO
UNION STATION
REVITALIZATION PROJECT
SECURITY OFFICE RELOCATION
D. BARRINGTON
North Arrow
A. SCHMIDT
S. FLEMING
S. FLEMING
AS SHOWN
SIGNAGE DETAILS
A9-031:5
BLADE SIGN PLANA9-03
11:5
BLADE SIGN ELEVATION AND WALL SECTIONA9-03
21:5
BLADE SIGN SECTIONA9-03
3
1:2
WASHROOM SIGN ELEVATIONA9-03
41:2
WASHROOM SIGN SECTIONA9-03
51:2
WASHROOM SIGN ELEVATIONA9-03
61:2
WASHROOM SIGN SECTIONA9-03
7
LEGEND
EXISTING TO REMAINEXISTING TO BE DEMOLISHED / RELOCATEDNEW / RELOCATED
2019MAR04 100% CLIENT REVIEW A
2019MAR13 BUILDING PERMIT B
2019APR23 PARKS CANADA NOTIFICATION OF ALTERATION R1 C
2019SEP18 TENDER 0
GENERAL NOTES
GENERAL
1. WHERE CODES AND STANDARDS ARE REFERENCED IN THE GENERAL NOTES, THEY SHALL BE THE LATEST EDITIONS,
UNLESS OTHERWISE NOTED OR SHOWN.
2. READ STRUCTURAL DRAWINGS IN CONJUNCTION WITH SEPARATELY BOUND SPECIFICATIONS AND ALL OTHER
CONTRACT DOCUMENTS. WHERE DISCREPANCY IS FOUND BETWEEN STRUCTURAL DRAWINGS AND
SPECIFICATIONS, COMPLY WITH THE MORE STRINGENT REQUIREMENT.
3. BEFORE PROCEEDING WITH WORK, CHECK ALL THE DIMENSIONS SHOWN ON STRUCTURAL DRAWINGS AGAINST
ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND EXISTING SITE CONDITIONS. REPORT
INCONSISTENCIES TO CONSULTANT BEFORE PROCEEDING WITH THE WORK.
4. CHECK AND VERIFY IN THE FIELD ALL SIZES AND DIMENSIONS INVOLVING THE EXISTING OR CONSTRUCTED
STRUCTURE AND COORDINATE WITH NEW CONSTRUCTION.
5. VERIFY AND OBTAIN PRIOR APPROVAL OF DIMENSIONS AND LOCATIONS OF ALL OPENINGS, PIPE SLEEVES, SLOTS,
TRENCHES AND ELECTRICAL FLOOR DUCTS AS REQUIRED BY OTHER TRADES.
6. NO OPENINGS OTHER THAN THOSE SHOWN ON THE DRAWINGS SHALL BE MADE THROUGH SLABS, BEAMS OR
BEARING WALLS, UNLESS PRIOR APPROVAL IS OBTAINED FROM THE CONSULTANT.
7. DO NOT EXCEED DURING CONSTRUCTION, GRAVITY LOADS SHOWN ON PLANS, REDUCED AS NECESSARY UNTIL
MATERIALS REACH DESIGN STRENGTH.
8. DIMENSIONS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE. ELEVATIONS ARE IN METERS UNLESS NOTED
OTHERWISE.
9. DO NOT USE THESE DRAWINGS FOR CONSTRUCTION UNLESS AN “ISSUED FOR CONSTRUCTION” REVISION IS
INDICATED.
10. SCALES NOTED ON DRAWINGS ARE FOR GENERAL INFORMATION ONLY. DO NOT SCALE DRAWINGS.
11. TYPICAL STRUCTURAL DETAILS SHOWN IN DRAWING S10-01 SHALL GOVERN THE WORK. IF DETAILS DIFFER ON
OTHER DRAWINGS, THE MOST STRINGENT GOVERNS. TYPICAL DETAILS SHOW STRUCTURAL INTENT AND MAY NOT
MATCH PROJECT SPECIFICS.
12. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR FIRE RATINGS AND REQUIREMENTS.
13. NO LOAD RESTRICTIONS WERE ASSUMED IN THE DESIGN FOR THE PURPOSES OF MEETING SPECIFIC ULC
ASSEMBLIES. CONTRACTOR SHALL VERIFY COMPLIANCE OF SELECTED ASSEMBLIES AND APPLY NECESSARY FIRE
PROOFING MATERIAL TO MEET THE SPECIFIED FIRE RATING.
14. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ALL WATER PROOFING AND THERMAL
INSULATION REQUIREMENTS. WHERE INFORMATION IS GIVEN BOTH IN STRUCTURAL AND ARCHITECTURAL
DRAWINGS FOR THE SAME LOCATION, THE MORE STRINGENT REQUIREMENT SHALL GOVERN.
CONSTRUCTION
1. THE CONTRACTOR SHALL PROPOSE A FULL METHODOLOGY FOR EXECUTING THE WORK.
2. THE CONTRACTOR SHALL DEMONSTRATE THE STABILITY AND SAFETY OF ALL ELEMENTS OF THE BUILDING DURING
EVERY STAGE OF CONSTRUCTION.
MATERIALS
1. SEE SPECIFICATIONS FOR CLASS OF CONCRETE AND OTHER REQUIREMENTS.
CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS.
- SLAB ..................................................................................... 35 MPa
- OTHER ..................................................................................... 35 MPa
2. STRUCTURAL STEEL:
- STRUCTURAL WIDE FLANGES AND WELDED WIDE FLANGE SHAPES (W, WWF) TO CONFORM TO
CSA/CAN-G40.20/G40.21 GRADE 350W.
- CHANNELS AND ANGLES (C,L) CSA/CAN-G40.20/G40.21 GRADE 300W.
- ALL PLATE AND PLATE FABRICATED MEMBERS TO CONFORM TO CSA/CAN-G40.20/G40.21 GRADE 300W.
- HOLLOW STRUCTURAL SECTIONS (HSS) TO CONFORM TO CSA/CAN-G40.20/G40.21 CLASS C OR H GRADE 350W
UNLESS NOTED OTHERWISE.
3. REINFORCEMENT:
- CONFORM TO CSA G30 SERIES, Fy = 400 MPa FOR ALL CONCRETE REINFORCEMENT EXCEPT Fy = 440 MPa FOR
WELDED WIRE FABRIC. PROVIDE WELDED WIRE FABRIC IN FLAT SHEETS ONLY. ALL REINFORCEMENT IS TO BE
'BLACK' EXCEPT WHERE THE SUFFIX 'C' IS USED TO DESIGNATE EPOXY COATED REINFORCEMENT.
4. REINFORCING AREAS ARE 100, 200, 300, 500, 1000, 1500 AND 2500 sq. mm FOR BAR DESIGNATIONS 10, 15, 20, 25, 30,
35, 45 AND 55 RESPECTIVELY.
5. ANCHOR RODS:
- CONFORM TO ASTM A36 / ASTM F1554 GRADE 36, WELDABLE, UNLESS OTHERWISE NOTED OR SHOWN.
6. STRUCTURAL BOLTS, NUTS AND WASHERS:
- CONFORM TO ASTM F3125 GRADE A325M.
7. HEADED STUDS:
- CONFORM TO ASTM A108 GRADE C-1015 THROUGH C-1020, Fy = 350 MPa.
8. NON-SHRINK GROUT: COMPRESSIVE STRENGTH
- MISCELLANEOUS ............................................................... 35 MPa (@ 28 DAYS)
EXISTING CONSTRUCTION
1. CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS.
2. NOTED DIMENSIONS AND CONDITIONS OF EXISTING BUILDINGS AND OTHER STRUCTURES ARE SHOWN BASED ON
THE ORIGINAL DRAWINGS OR PARTIAL SURVEY INDICATED BELOW AND HAVE NOT BEEN COMPLETELY FIELD
VERIFIED. THE OWNER AND ARCHITECT/ENGINEER TAKE NO RESPONSIBILITY FOR THE ACCURACY OF EXISTING
DIMENSIONS SHOWN. FIELD MEASURE EXISTING DIMENSIONS PRIOR TO COMMENCEMENT OF WORK. REPORT ANY
DISCREPANCIES TO ARCHITECT/ENGINEER IN WRITING.
3. VERIFY CONDITIONS COVERING OR AFFECTING THE WORK; OBTAIN AND VERIFY ALL DIMENSIONS AND ELEVATIONS
TO ENSURE THE PROPER STRENGTH, FIT AND LOCATION OF THE WORK; REPORT TO THE ARCHITECT/ENGINEER
ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT THE PROPER
EXECUTION AND COMPLETION OF THE NEW WORK. FULLY RESOLVE ALL DISCREPANCIES PRIOR TO COMMENCING
WORK.
4. EXISTING CONSTRUCTION NOT UNDERGOING ALTERATION IS TO REMAIN UNDISTURBED. WHERE SUCH
CONSTRUCTION IS DISTURBED AS A RESULT OF THE OPERATIONS OF THIS CONTRACT, REPAIR OR REPLACE AS
REQUIRED AND TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE.
5. PROVIDE FIRE WATCH DURING THE FIELD CUTTING AND WELDING OPERATIONS, MEETING THE OWNER'S
REQUIREMENTS.
6. PROVIDE TEMPORARY PROTECTION OF EXISTING EQUIPMENT DURING EXECUTION OF THE WORK, SATISFYING THE
OWNER'S REQUIREMENTS.
7. COORDINATE WORK WITH THE OWNER'S PERSONNEL TO AVOID ANY INTERFERENCE IN THEIR OPERATIONS.
ANCHOR INSTALLATION IN EXISTING CONCRETE
1. COMPLY WITH MANUFACTURER GUIDELINES FOR ANCHOR INSTALLATION.
2. INSTALLER SHALL BE TRAINED BY ANCHOR MANUFACTURER.
3. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR ALL ADHESIVE ANCHORS AND EXPANSION ANCHORS.
INSPECT AND PULL TEST EXPANSION ANCHORS AND ADHESIVE (EPOXY) ANCHORS ACCORDING TO
MANUFACTURER'S WRITTEN RECOMMENDATIONS.
CONCRETE AND REINFORCEMENT
1. UNLESS OTHERWISE NOTED, ALL DOWELS SHALL HAVE A MINIMUM EMBEDMENT EQUIVALENT TO THE STRAIGHT
TENSION EMBEDMENT LENGTH CORRESPONDING TO THE SIZE OF BAR. DOWELS FROM WALLS TO SLABS SHALL
HAVE A MINIMUM EMBEDMENT OF 600 mm INTO WALLS AND SLABS UNLESS OTHERWISE NOTED OR SHOWN.
2. NO OPENINGS, SLEEVES OR EMBEDDED DUCTS OTHER THAN THOSE SHOWN ON THE DRAWINGS SHALL BE
MADE/PLACED THROUGH SLABS, BEAMS OR BEARING WALLS, UNLESS PRIOR APPROVAL IS OBTAINED FROM THE
CONSULTANT.
3. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 150 mm (6") OR ONE FULL MESH, WHICHEVER IS GREATER.
4. COORDINATE AND INSTALL ALL REQUIRED EMBEDDED ITEMS, INSERTS, SLEEVES, POCKETS, ETC. AS REQUIRED
PRIOR TO PLACEMENT OF CONCRETE.
MASONRY WALLS
1. DESIGN OF MASONRY IS IN ACCORDANCE WITH CSA S304-14 - "DESIGN OF MASONRY STRUCTURES."
2. CONSTRUCT MASONRY IN ACCORDANCE WITH CSA STANDARD A371-14., "MASONRY CONSTRUCTION FOR
BUILDINGS".
3. DO NOT CUT HOLES THROUGH MASONRY BEARING WALLS, OTHER THAN HOLES SHOWN ON STRUCTURAL
DRAWINGS, UNLESS APPROVED BY CONSULTANT.
4. REFER TO SPECIFICATIONS FOR BLOCK MATERIAL, GROUT PROPERTIES AND OTHER REQUIREMENTS.
STRUCTURAL STEEL
1. PROVIDE MINIMUM BEARING OF 200 mm FOR ALL STEEL BEAMS BEARING ON CONCRETE AND A MINIMUM OF 100 mm
ON STRUCTURAL STEEL, UNLESS OTHERWISE NOTED ON PLAN.
2. CENTER BEARING PLATES UNDER BEAMS UNLESS OTHERWISE NOTED OR SHOWN.
3. BEARING PLATE DIMENSION GIVEN FIRST INDICATES SIDE PARALLEL TO BEAM WEB.
4. NO STRUCTURAL STEEL SHALL BE CUT IN THE FIELD UNLESS REVIEWED AND APPROVED BY THE CONSULTANT.
5. ALL WELDS EXPOSED TO VIEW SHALL BE GROUND SMOOTH EXCEPT AS NOTED IN THE SPECIFICATIONS.
6. REFER TO TYPICAL DETAIL TD-1 FOR ABBREVIATIONS USED FOR THE CONNECTION FORCES GIVEN ON THE
DRAWINGS. FORCES INDICATED ARE FACTORED LOADS UNLESS OTHERWISE NOTED OR SHOWN. SUBSCRIPTS D, L,
W AND Q REFER TO UNFACTORED DEAD, LIVE, WIND AND EARTHQUAKE LOADS, RESPECTIVELY.
7. WHERE MOMENT CONNECTIONS ARE CALLED FOR BUT VALUES ARE NOT INDICATED, DESIGN CONNECTIONS FOR
FULL MOMENT CAPACITY OF THE SMALLER MEMBER JOINED.
8. SPLICES SHALL BE DESIGNED TO DEVELOP THE FULL CAPACITY OF THE MEMBER AT THE POINT OF THE SPLICE.
MEMBERS SHALL NOT BE SPLICED AT POINTS OF MAXIMUM STRESS. NO SPLICES SHALL BE MADE UNLESS SHOWN
ON THE DRAWINGS OR REVIEWED AND APPROVED BY THE CONSULTANT.
9. PROVIDE WELDED STIFFENER PLATES ON BOTH SIDES OF THE WEB OF BEAMS AT POINTS OF CONCENTRATED LOAD
INCLUDING BEAMS SUPPORTING COLUMNS OR RUNNING OVER TOPS OF COLUMNS.
10. SHAPE AND SIZE OF GUSSET PLATES TO CLEAR ARCHITECTURAL FINISHES AND MECHANICAL DUCTS AND PIPES
AND ELEVATOR SHAFTS.
11. INSTALL L76x76x7.9 mm (L3x3x5/16") SEATS FOR STEEL DECK AT CONNECTIONS, AT COLUMNS OR OTHER
IRREGULARITIES, TO PROVIDE SUPPORT TO THE RIBS OF THE DECK.
12. BOLT HOLES IN STEEL SHALL BE 3 mm (1/8") LARGER IN DIAMETER THAN NOMINAL SIZE OF BOLT USED, EXCEPT AS
NOTED. PROVIDE NOT LESS THAN 2-M20 A325 BOLTS IN ANY BOLTED CONNECTION.
13. ALL WELDS SHALL CONFORM TO CSA W59-13 AND ALL WELDERS SHALL BE CERTIFIED IN CONFORMANCE WITH CSA
W47.1-09.
14. WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WHERE LENGTH OF WELD IS
NOT SHOWN IT SHALL BE FULL LENGTH OF JOINT. ALL BUTT WELDS SHALL BE FULL PENETRATION UNLESS NOTED
OTHERWISE.
15. ALL STEEL EXPOSED TO THE EXTERIOR ENVIRONMENT SHALL BE HOT-DIP GALVANIZED UNLESS OTHERWISE NOTED.
16. FIRE RATED STRUCTURAL STEEL MEMBERS SHALL BE FIREPROOFED IN ACCORDANCE WITH REQUIREMENTS
SHOWN ON ARCHITECTURAL DRAWINGS AND SPECIFICATIONS.
TESTING AND INSPECTION
1. THE CONTRACTOR SHALL ARRANGE FOR THE FOLLOWING ITEMS TO BE INSPECTED AND/OR TESTED BY AN
INDEPENDENT THIRD-PARTY INSPECTION/TESTING AGENCY ACCEPTABLE TO THE OWNER AND THE CONSULTANT.
COPIES OF ALL TEST REPORTS SHALL BE FORWARDED TO THE OWNER AND CONSULTANT ON THE SAME DAYS
TESTS ARE MADE. THE ITEMS TO BE TESTED SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING.
2. CONCRETE:
CONCRETE TO BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF CSA A23.1 AND A23.2, INCLUDING THE
REQUIREMENTS FOR AIR, SLUMP AND AGE PRIOR TO BEING USED. CONTRACTOR TO MAINTAIN RECORDS OF POUR
DATES, TESTING PERFORMED, CLASS OF CONCRETE USED AND TEST RESULTS FOR ALL ITEMS POURED. RESULTS
OF CYLINDER STRENGTH TESTING TO BE SENT TO OWNER AND CONSULTANT. ALL MIX DESIGNS TO BE REVIEWED
AND APPROVED BY TESTING AGENCY.
3. MASONRY:
SAMPLE AND TEST JOB-MIXED GROUT IN ACCORDANCE WITH CSA A179 AND CSA S304.1. TEST FREQUENCY TO BE IN
ACCORDANCE WITH S304.1. CONTRACTOR TO SUBMIT LABORATORY TEST REPORTS OF MANUFACTURER FOR
CONCRETE MASONRY UNITS.
4. STRUCTURAL STEEL AND STEEL DECK:
PERFORM VISUAL INSPECTION OF ALL WELDS, TORQUE TESTING OF BOLTED CONNECTIONS AND CHECK ON
BEARING, PLUMBNESS, ALIGNMENT AND PAINTING. BASIS OF INSPECTION SHALL BE FINAL REVIEWED SHOP
DRAWINGS. PERFORM NON-DESTRUCTIVE TESTING OF WELDS WHERE RESULTS OF VISUAL INSPECTION ARE NOT
ACCEPTABLE OR INCONCLUSIVE.
5. REINFORCING STEEL:
INSPECTION OF REBAR PLACEMENT, SIZES AND CONFORMANCE WITH REVIEWED SHOP DRAWINGS SHALL BE MADE
BY AN INSPECTION AGENCY.
DESIGN NOTES
GENERAL
1. THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE ONTARIO BUILDING
CODE 2012 EDITION AND THE "USER'S GUIDE - NATIONAL BUILDING CODE 2010 STRUCTURAL COMMENTARIES."
2. ALL STRUCTURAL CONCRETE ELEMENTS HAVE DESIGNED IN ACCORDANCE WITH CSA A23.3-14, "DESIGN OF
CONCRETE STRUCTURES".
3. ALL STRUCTURAL ELEMENTS HAVE DESIGNED IN ACCORDANCE WITH CSA S16-14, " DESIGN OF STEEL
STRUCTURES".
a) THE STRUCTURAL STEEL DESIGN IS BASED ON "SIMPLE" CONSTRUCTION, UNLESS OTHERWISE NOTED.
b) THE CONNECTIONS ARE ASSUMED TO BE BEARING TYPE JOINTS, UNLESS OTHERWISE NOTED. THE BOLT SHALL
BE BROUGHT TO A SNUG-TIGHT CONDITION AS DEFINED IN ASTM F3125/F3125M.
4. DEAD AND LIVE LOADS:
THE FOLLOWING LOADS ARE SHOWN ON PLAN, VALUES GIVEN ARE UNFACTORED SERVICE LOADS UNLESS
OTHERWISE NOTED OR SHOWN.
a) SUPERIMPOSED DEAD LOAD (SDL): ALL NON-STRUCTURAL DEAD LOADS
b) SELF WEIGHT (SW): WEIGHT OF STRUCTURE, INCLUDING SLABS
c) DEAD LOAD (DL): SDL + SW
d) LIVE LOAD (LL): ACCORDING TO OCCUPANCY, REDUCED AS PERMITTED BY CODE UNLESS NOTED.
AB ANCHOR BOLTADJ ADJUSTABLEAIFB ASPHALT IMPREGNATED FIBREBOARDALT ALTERNATEARCH ARCHITECTURAL
B, BOTT BOTTOMBC ELEV BOTT. OF CAISSONBET BETWEENBEW BOTTOM EACH WAYBLDG BUILDINGBLL BOTTOM LOWER LAYERBM BEAMBM BENDING MOMENT BARBPL BEARING BASE PLATEBRG BEARINGBSMT BASEMENTBUL BOTTOM UPPER LAYER
C CHANNELc/c CENTRE TO CENTREC/W CONNECT WITHCA COLUMN ABOVECB COLUMN BELOWCANT CANTILEVERCF CONCRETE FIREPROOFEDCJ CONTROL JOINTCL CLEARC CENTRE LINECOMP COMPOSITECOL COLUMNCONC CONCRETECONST JT CONSTRUCTION JOINTCONT CONTINUOUS
DET DETAILD FIR DOUGLAS FIRDIA DIAMETERDIM DIMENSIONDIAG DIAGONALDL DEAD LOADDO, " DITTODP DEEPDWG DRAWINGDWL DOWELDN DOWND.S. DOUBLE STIRRUPS
EA EACHEC EPOXY COATEDEE EACH ENDEF EACH FACEEJ, EXP JT. EXPANSION JOINTEL, ELEV ELEVATIONELEC, ELECT ELECTRICALEMBED EMBEDMENTEQ EQUALEW EACH WAYEX, EXIST EXISTINGEXT EXTERIOR
FIN FINISHEDFL FLOORft FEETFTG FOOTINGFMC FULL MOMENT CONNECTIONfy YIELD STRENGTHf'c COMPRESSIVE STRENGTH OF CONCRETEFF FAR FACE
GALV GALVANIZEDGA GAUGEGL GRID LINE
HEE HOOK EACH ENDHH HOOK + HOOK (HOOK EACH END)HIF HORIZONTAL INSIDE FACEHOF HORIZONTAL OUTSIDE FACEHOR, HORIZ HORIZONTALHEF HORIZONTAL EACH FACEHSS HOLLOW STRUCTURAL SECTIONHP HIGH POINT
IBC INTERNATIONAL BUILDING CODEID INSIDE DIAMETERin. INCHESINT INTERIOR
kips KILO POUNDSksi KIPS PER SQUARE INCHksf KIPS PER SQUARE FOOT
L SINGLE ANGLE2L DOUBLE ANGLESLd TENSION ANCHORAGE LENGTHLE LEFT ENDLG LONG/LENGTHLL LIVE LOADLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLP LOW POINT
MAX MAXIMUMMBC MICHIGAN BUILDING CODEMC MOMENT CONNECTIONMECH MECHANICALMEZZ MEZZANINEMID MIDDLEMIN MINIMUMMISC MISCELLANEOUSML MIDDLE LAYER
NCB NO COLUMN BELOWNF NEAR FACENIC NOT IN CONTRACTNTS NOT TO SCALE
o/c ON CENTERo/o OUT TO OUTOPNG OPENINGOPP OPPOSITEOWSJ OPEN WEB STEEL JOIST
P/C PRECASTPf, Cf, Tf, Mf, Vf FACTORED LOADSP, T, C, V, M UNFACTORED LOADSPL PLATEPROJ PROJECTIONpsi POUNDS PER SQUARE INCHpsf POUNDS PER SQUARE FOOTP/T POST TENSIONEDPVC POLYVINYL CHLORIDE
R REACTIONS, RADIUSRIE RIGHT ENDREF REFERENCEREINF REINFORCEMENTREM REMAINDERREQ'D REQUIREDREV REVISION
S STANDARD BEAMS.S. SINGLE STIRRUPSDF STEP DOWN FOOTINGSECT SECTIONSF SPRAY FIREPROOFEDSIM SIMILARSL SLABSOG SLAB ON GRADESP SPANDRELSPEC SPECIFICATIONSQ SQUAREsq. ft SQUARE FEETsq. in SQUARE INCHESSTD STANDARDSTRUCT STRUCTURALSTIFF STIFFENERST STRAIGHTSTIR STIRRUP
t THICKNESST TOPT&B TOP AND BOTTOMTC ELEV TOP OF CAISSONTEMP TEMPERATURETEW TOP EACH WAYTJ TIE JOISTTLE TOP LEFT ENDTLL TOP LOWER LAYERTRE TOP RIGHT ENDTUL TOP UPPER LAYERTYP TYPICALT/O TOP OFTOS TOP OF SLABTSB TENSION SPLICE CLASS B
USF UNDERSIDE OF FOOTINGU/N UNLESS NOTEDU/S UNDERSIDEUL UPPER LAYERUPT UPTURNED
VEF VERTICAL EACH FACEVERT VERTICALVBF VERTICAL BRACED FRAMEVIF VERTICAL INSIDE FACEVOF VERTICAL OUTSIDE FACEVSC VERTICALLY SLOTTED CONNECTION
W WIDE FLANGE BEAMWP WALL PLATE OR WORKING POINTWT STRUCTURAL TEEWWF WELDED WIRE FABRICWWF WELDED WIDE FLANGE
STRUCTURAL ABBREVIATIONS TD-1
190 DEEP LINTEL
390 DEEP LINTEL
CLEAR SPAN
UP TO 1200
1200 TO 1800
2400 TO 3000
1800 TO 2400
SEAT DETAIL FOR LINTELS UP TO 150 WIDE
UNIT
190
190
190
390
LINTEL
1-15 B
1-10 B
1-15 B
1-15 T&B
90 WALL
2-10 B
2-15 B
2-15 B
2-15 T&B
240 WALL
2-10 B
2-15 B
2-15 T&B
2-15 B
190 WALL
1-10 B
2-10 B
2-15 T&B
1-15 B
140 WALL
3-15 T&B
3-10 B
3-15 B
3-15 B
290 WALL
SEAT ANGLE DETAIL FOR LINTELS GREATER THAN 150 WIDE
2-20ØADJUSTABLE INSERTS
2-20ØADJUSTABLE INSERTS
CONCRETE BLOCK LINTEL TDM-1
BENT PLATE 190 x 100 x 10
L 100 x 100 x 10
NOTES:
1. USE ONLY FOR NON-LOAD BEARING MASONRY WALLS.2. USE LINTELS ON THIS TYPICAL DETAIL ONLY IF THE HEIGHT OF THE MASONRY ABOVE THE OPENING IS
EQUAL TO OR GREATER THAN HALF THE CLEAR SPAN OF THE OPENING AND IF THERE ARE NOCONCENTRATED LOAD DIRECTLY ABOVE THE LINTEL.
3. CONCRETE FILL FOR LINTELS TO HAVE MINIMUM 20 MPa COMPRESSIVE STRENGTH AT 28 DAYS.4. WHERE LINTELS ABUT CONCRETE COLUMNS OR CONCRETE WALLS, PROVIDE SEAT ANGLE AS SHOWN
BELOW. WHERE LINTELS ABUT STEEL COLUMNS, WELD SEAT ANGLE TO THE COLUMN.
VERTICAL REINFORCING HORIZONTAL REINFORCEMENTWALL
140
REINFORCEMENT FOR MASONRY PARTITIONS TDM-4
NOTES:
1. PROVIDE MINIMUM REINF. AS INDICATED, UNLESS SHOWN OTHERWISE ON DRAWINGS.2. REINFORCEMENT TO BE SUPPORTED TO PREVENT DISPLACEMENT DURING PLACEMENT OF GROUT OR MORTAR. AS A MINIMUM PROVIDE
WIRE POSITIONERS OR SIMILAR DEVICE AT TEH TOP AND BOTTOM, ENDS AND AT INTERVALS NOT EXCEEDING 200 BAR DIAMETERS.3. AT INTERSECTION, BOND WALLS TOGETHER BY INTERLOCKING ALTERNATE COURSES (RUNNING BOND), UNLESS NOTED OTHERWISE.
15 @ 1200 3.6 mm JOINT REINF. @ 400
≥ 0.35
THICKNESS
SEISMIC HAZARDINDEX
IE Fa Sa (0.2)
< 0.35
190 15 @ 1200 3.6 mm JOINT REINF. @ 400< 0.35
240 20 @ 1200 3.6 mm JOINT REINF. @ 400< 0.35
290
2-15 @ 1000 (ONE EACH FACE)
3.6 mm JOINT REINF. @ 400< 0.35
15 @ 800 STANDARD 3.6 mm JOINT REINF. @ 200
20 @ 1000≥ 0.35
≥ 0.35
≥ 0.35140
190
240
290
15 @ 800
2-15 @ 1000 (ONE EACH FACE)
HEAVY DUTY (4.67 mm SIDE WIRE) LADDER TYPE JOINTREINF. @ 200
HEAVY DUTY (4.67 mm SIDE WIRE) LADDER TYPE JOINTREINF. @ 200 AND 10 @ 1200
STANDARD 3.6 mm JOINT REINF. @ 400 & 2-15 IN BONDTEAM @ 2400
TABLE 2 - MINIMUM REINFORCEMENT FOR REINFORCED WALLS
WALL REINF. LAYOUT (TWO LAYERS)
WALL REINF. LAYOUT (SINGLE LAYERS) JOINT REINF. LAYOUT
4-15V AT CORNER
FOR MINIMUMLAP REFER
TO TABLE 1
4-15V AT TEE INTERSECTION
FOR MINIMUM
LAP REFERTO TABLE 1 2-15V AT END
3-15V AT
FOR MINIMUMLAP REFER
TO TABLE 1
CORNER
2-15V ATTEE INTERSECTION
ALTERNATEDIRECTION OFHOOK
2-15V AT END OFWALL & OPENINGMORE THAN 1000mm LONG
CROSSWIRE
300
MIN. LAP FROMCROSS WIRE U/N
BEND JOINTREINF. AT LAP
100
HOOK END OFJOINT REINF.
CROSSWIRE
HOOK END OFJOINT REINF.W/ WELDEDCROSSWIRE
SPEC. NOTE: CHECK LAPWHEN JOINT REINF. USEDIN FLEXURAL DESIGN
BAR SIZE MINIMUM LAP
10 450 mm
15 600 mm
20 900 mm
TABLE 1 - MINIMUM LAP
CLEAR SPAN
UP TO 1200
1800 TO 2100
1200 TO 1800 3-Ls 125x90x82-Ls100x100x102-Ls 100x90x8
3-Ls 150x90x82-Ls 125x90x10 2-Ls 150x100x8
MATERIAL
3-Ls 90x90x8
300 WALL250 WALL200 WALL
MATERIAL
2-Ls 90x90x8
TYPE TYPE
2-Ls 100x100x8
MATERIAL TYPE
3
SEAT ANGLE DETAIL
PLAN
L 100 x 100 x 10
65
200 MIN. 200 MIN.CLEAR SPAN
STEEL LINTEL SCHEDULE TDS-8
NOTES:
1. USE ONLY FOR WALLS OR PARTITIONS 200 OR OVER.
2. USE LINTELS ON THIS TYPICAL DETAIL ONLY IF THE HEIGHT OF THE MASONRY ABOVE THE OPENINGIS EQUAL TO OR GREATER THAN HALF THE CLEAR SPAN OF THE OPENING AND IF THERE ARE NOCONCENTRATED LOAD DIRECTLY ABOVE THE OPENING.
3. MINIMUM BEARING FOR LINTELS SHALL BE 200. SEE PLAN BELOW.
4. PROVIDE STEEL PACKING PLATES TO ENSURE EVEN BEARING.
5. FOR OPENINGS OVER 1200 IN WIDTH, BOLT DOUBLE ANGLES BACK TO BACK USING 16 BOLTS AT 750c/c COMMENCING 75 FROM EACH END. ALTERNATIVELY, 5 x 50 LONG FILLET WELDS AT 750 TOPAND BOTTOM MAY BE USED IN PLACE OF BOLTS.
6. WHERE LINTELS ABUT CONCRETE COLUMNS OR CONCRETE WALLS, PROVIDE SEAT ANGLE AS SHOWNBELOW. WHERE LINTELS ABUT STEEL COLUMNS, WELD SEAT ANGLE TO THE COLUMN.
2200 TO 2500 3-Ls 150x90x82-Ls 150x90x10 2-Ls 150x100x10
2-20ØADJUSTABLE INSERTS
TEMPERATUREREINFORCEMENT
ADDED TOP BARAT SUPPORT
25 m
m C
OV
ER
PROVIDE CONTINUOUSCHAIRS TO TEMPERATUREREINFORCEMENT
SLA
B T
HIC
KN
ESS
SEE
PLA
N
CONCRETE SLAB ON STEEL DECK TDS-10
NOTES:
1. PROVIDE 10 REINFORCEMENT FOR SLAB THICKNESS UP TO 100 mm. PROVIDE 15REINFORCEMENT FOR SLAB THICKNESS OVER 100 mm.
2. TOP CONTINUOUS BARS @ 300 WITH MINIMUM 450 LAP AT MIDSPAN AS REQUIREDAND TOP BARS @ WITH LENGTH OF 1/3 OF CENTRE TO CENTRE DISTANCE BETWEENSUPPORTS, PLACE ON CENTRELINE OF SUPPORT AND ALTERNATE WITH CONTINUOUSTOP BARS.
3. AT DISCONTINUOUS END OF SLABS, AT OPENINGS, AT EXPANSION JOINTS, ETC., ADD800 LONG TOP BARS @ 300.
4. TOP TEMPERATURE BARS @ 400 (MINIMUM 450 LAP).
5. AT OPENINGS, PROVIDE 800 LONG TOP BARS @ 400 PERPENDICULAR TO THESPAN.
6. OVER SUPPORTS PARALLEL TO THE SPAN OF THE DECK, ADD 1800 LONG TOP BARS @400 CENTRED AT SUPPORTS.
7. LIVE LOADS FOR STEEL DECK FORM TO BE WEIGHT OF WET CONCRETE PLUS 1.0 kPaCONSTRUCTION ALLOWANCE.
8. CONSTRUCTION JOINTS TO BE LOCATED ON CENTRELINE OF SUPPORTS.
ISSUED FOR REVYYYYMMMDD
KEY PLAN
CONSULTANTS
Detail Symbol
Drawing Title
1 inch
Check Scale (may be photo reduced)
0 0
10 mm
Project No. Drawing No.
Architect
NORR Limited
Structural
NORR Limited
Mechanical
NORR Limited
Electrical
NORR Limited
This drawing has been prepared solely for the use of
City of Toronto and there are no representations of any
kind made by NORR Limited to any party with whom
NORR Limited has not entered into a contract.
This drawing shall not be used for construction purposes
until the seal appearing hereon is signed and dated by
the Architect or Engineer.
ECBL07-0123-09
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NORR Limited
175 Bloor St. EastNorth Tower, 15th FloorToronto, ON, Canada M4W 3R8www.norr.com
An Ingenium Group Company
T
R
U
E
N
O
R
T
H
12A12
Project Leader
Scale
Checked
DrawnProject Manager
Client
Project
CITY OF TORONTO
UNION STATION
REVITALIZATION PROJECT
SECURITY OFFICE RELOCATION
D. BARRINGTON
T
r
u
e
N
o
r
th
North Arrow
H. SAFFARINI
R. ENDAYA
G. ALEXANDER
NTS
GENERAL NOTES
S10-01
2019MAR04 100% CLIENT REVIEW A
2019MAR13 BUILDING PERMIT B
2019SEP18 TENDER 0
C15
0x1
6
C150
x16
C150x16
INFILL EXISTING SLAB OPENINGSMALLER THAN 500x500, INSTALLSACRIFICIAL FORMWORK, EXPOSEEXISTING SLAB REINFORCING AND LAPMATCHING REINFORCING BARS WITHMECHANICAL COUPLERS, PREPAREEXISTING CONCRETE SURFACE BEFOREREINSTATING CONCRETE SLAB WITHNON-SHRINK CONCRETE
CLOSE EXISTING SLAB OPENING WITHNEW STEEL FRAMING AND 114mm
CONCRETE ON 38 x 0.91mmCOMPOSITE STEEL DECK REINFORCED
WITH 15M @ 300 O/C(ASSEMBLY TO MEET 2 HOUR FRR-ULC
DESIGN No. F906)
MAKEUP LEVELS TO ACHIEVE SLOPESAND LANDING PER ARCHITECTURALDRAWINGS WITH 50mm CONCRETE
TOPPING (HAVING MASTERFIBERM-100 & MASTERLIFE SRA 035) ON
LIGHTWEIGHT CONCRETE (6.50 kN/m³HAVING A COMPRESSIVE STRENGTH
OF 800 kPa IN 28 DAYS BY ELASTIZELLJLE OR EQUIVALENT)
C150x16
2S20-B1
SLO
PE D
ND
N
3S20-B1
4S20-B1
5S20-B1
SLOPE UP
6S20-B1
LINE OF SAWCUT
4S20-B1
Fw Ewb Ewa Ew Dwb Dwa Dw Cwa
G23
G18
G18a
G19
G19a
G20
G21
G22
FOAM CONCRETE(ELASTIZELL EF
CLASS IV OREQUIVALENT)
EXISTING FLOOR LEVEL
EXISTING SLAB
Ew
EXISTING SLAB
CUT EXISTING TOPPING ASNEEDED, ANY EXCESSIVE
REMOVAL TO BE REINSTATEDWITH EPOXY GROUT.
50mm NEW REGULARWEIGHT CONCRETE
SCREED T/O OF EXISTING SLAB
MAKE GOOD ANY CHIPPED CONCRETETOPPING (DURING CUTTING SLOPE)
WITH EPOXY GROUT
DRILL & EPOXY GROUT10M @ 250 DOWEL
USING HILTI HIT-HY 200WITH MIN. EMBED 70mm
SEE ARCH
EXISTING SLAB 2-10M
SCALE: 1:20
SECTIONS20-B1
2SCALE: 1:20
SECTIONS20-B1
3
DRILL & EPOXY GROUT10M @ 250 DOWEL
USING HILTI HIT-HY 200WITH MIN. EMBED 70mm
EXISTING SLAB
SCALE: 1:20
SECTIONS20-B1
4
80 10M CONT.
SCALE: 1:20
SECTIONS20-B1
5
T/O OF EXISTING SLAB
USE NON-SHRINK GROUT(35 MPa EARLY CONCRETE
STRENGTH 3 DAYS)
FOR SLAB & SLAB REINF.SEE PLAN
TYPICAL SPRAY PROOFALL STRUCTURAL STEELFRAMING & COMPOSITESTEEL DECK
C150SEE PLAN
C150SEE PLAN
EXISTING BEAM
DRILL & EPOXY GROUT10M @ 250 DOWELUSING HILTI HIT-HY 200WITH MIN. EMBED 70mm
10M CONT.
FOAM CONCRETE(ELASTIZELL EFCLASS IV OREQUIVALENT)
50mm NEW REGULARWEIGHT CONCRETESCREED
50mm NEW REGULARWEIGHT CONCRETESCREED
FOAM CONCRETE(ELASTIZELL EFCLASS IV OREQUIVALENT)
SCALE: 1:20
SECTIONS20-B1
6
DRILL & EPOXY GROUT10M @ 250 DOWEL
USING HILTI HIT-HY 200WITH MIN. EMBED 70mm
SEE ARCH
EXISTING SLAB
2-10M
FOAM CONCRETE(ELASTIZELL EFCLASS IV OREQUIVALENT)
50mm NEW REGULARWEIGHT CONCRETESCREED
L127x76x6.4CLOSURE ANGLETYP.C150, TYP.
SEE PLAN
FOR SLAB & SLABREINF. SEE PLAN
FOAM CONCRETE(ELASTIZELL EF CLASS IV
OR EQUIVALENT)
50mm NEW REGULARWEIGHT CONCRETESCREED
H. SAFFARINI
R. ENDAYA
G. ALEXANDER
AS NOTED
PROPOSED
B1 LEVEL FRAMING PLAN
SECTIONS AND DETAILS
S20-B1
ISSUED FOR REVYYYYMMMDD
KEY PLAN
CONSULTANTS
Detail Symbol
Drawing Title
1 inch
Check Scale (may be photo reduced)
0 0
10 mm
Project No. Drawing No.
Architect
NORR Limited
Structural
NORR Limited
Mechanical
NORR Limited
Electrical
NORR Limited
This drawing has been prepared solely for the use of
City of Toronto and there are no representations of any
kind made by NORR Limited to any party with whom
NORR Limited has not entered into a contract.
This drawing shall not be used for construction purposes
until the seal appearing hereon is signed and dated by
the Architect or Engineer.
ECBL07-0123-09
03
02
01
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04 07
08
09WEST WING EAST WINGGREAT HALL
11
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NORR Limited
175 Bloor St. EastNorth Tower, 15th FloorToronto, ON, Canada M4W 3R8www.norr.com
An Ingenium Group Company
T
R
U
E
N
O
R
T
H
12A12
Project Leader
Scale
Checked
DrawnProject Manager
Client
Project
CITY OF TORONTO
UNION STATION
REVITALIZATION PROJECT
SECURITY OFFICE RELOCATION
D. BARRINGTON
T
r
u
e
N
o
r
th
North Arrow
SCALE: 1:50
B1 LEVEL FRAMING PLANS20-B1
1
2019MAR04 100% CLIENT REVIEW A
2019MAR13 BUILDING PERMIT B
2019JUNE04 RESPONSE TO CITY C
2019SEP18 TENDER 0
50mm
DIMMER SWITCH (D6-600 WATT DIMMER,D10-1000 WATT DIMMER ETC.)
SYMBOLS AND LEGEND AS APPLICABLE
POWER AND CONTROL
POWER AND/OR DISTRIBUTION PANELBOARD- SURFACE MOUNTEDPP - DENOTES POWER PANELDP - DENOTES DISTRIBUTION PANELRP - DENOTES RECEPTACLE PANELLP - DENOTES LIGHTING PANELLCP - DENOTES LIGHTING CONTROL PANEL
POWER AND/OR DISTRIBUTION PANELBOARD- RECESSED
DISCONNECT SWITCH - NON-FUSIBLE
EMERGENCY POWER PANELBOARD SURFACE MOUNTED
EMERGENCY POWER PANELBOARD RECESSED MOUNTED
PP1
QUAD RECEPTACLE-WALL MOUNTED (SINGLE COVERPLATE)
WALL MOUNTED OCCPANCY SENSOR WITH OVERRIDESWITCH
OCCUPANCY SENSOR CEILING OR WALL MOUNTED.
DUPLEX RECEPTACLE
SINGLE RECEPTACLE-WALL MOUNTED.
GROUND FAULT CIRCUIT INTERRUPTER DUPLEXRECEPTALCE
RECEPTACLES (15A, 1P UNLESS NOTEDOTHERWISE)
GFI
OCC
OS
D
2-28
F1
S1
T1
DESCRIPTION
DETAIL NUMBER
DETAIL SYMBOL ARROW
NORTH ARROWARROW INDICATES PROJECT NORTH
ARCHITECTURAL DOOR NUMBER
CONDUIT OR CABLE TURNING UP - EXISTING
CONDUIT OR CABLE TURNING UP - NEW
CONDUIT OR CABLE TURNING DOWN - EXISTING
CONDUIT STUB-UP 50mm DENOTES CONDUIT SIZE)
MANUAL BY-PASS SWITCH
DENOTES EXISTING FIXTURE/EQUIPMENT TO REMAINUNCHANGED
DENOTES EXISTING FIXTURE/EQUIPMENT TOBE RELOCATED
DENOTES EXISTING FIXTURE/EQUIPMENT TO BE REMOVED
V
HYDRO POLE
R
ER
E
WALL MOUNTED
TWISTLOCK
MBP
TL
W
LAN
EC
C
WP
EX
GENERAL
N
SYMBOL
TRANSFORMER
JUNCTION BOX CEILING MOUNTED ('F' DENOTES FLOORMOUNTED, 'A' DENOTES UNDER ACCESS FLOOR,'W' DENOTES WALL MOUNTED, 'C' CEILING MOUNTED)
SWITCHES & CONTROLS
LOW VOLTAGE SWITCH
3-WAY SWITCH
SINGLE POLE LIGHT SWITCH MOUNTED
LV
3
PULL BOX
FUSED DISCONNECT SWITCH
DETAIL SHEET
SYMBOL DESCRIPTION
CEILING MOUNTED FLUORESCENT LUMINAIREON EMERGENCY CIRCUIT
CEILING MOUNTED FLUORESCENT LUMINAIREF1 DENOTES LUMINAIRE TYPE, 2-28 DENOTESLIGHTING PANELBOARD NO.2, CIRCUIT NO.28
LUMINAIRE - CEILING OR PENDANT MOUNTEDT1 DENOTES LUMINAIRE TYPE
LUMINAIRE - WALL MOUNTEDS1 DENOTES LUMINAIRE TYPE
LIGHTING
TELECOMMUNICATION EQUIPMENT RACK
FLOW SWITCH
DIRECT CONNECTION TO EQUIPMENT
WALL SURFACE MOUNTED
TELEPHONE AND COMMUNICATIONS
DOUBLE REMOTE EMERGENCY LIGHTING HEADS
EMERGENCY BATTERY UNIT WITH 2 INTEGRAL HEADS,HARD WIRED
X2
X1
X2
DUPLEX RECEPTACLE CEILING MOUNTED.
EXIT SIGN - CEILING MOUNTEDARROW DENOTES DIRECTION
EXIT SIGN - CEILING MOUNTEDX2 DENOTES TYPE
EXIT SIGN - WALL MOUNTEDX1 DENOTES TYPE
FIRE ALARM
MAGNETIC DOOR HOLDER DEVICE
ACTIVE FIELD DEVICE -MONITOR MODULE
ACTIVE FIELD DEVICE -CONTROL MODULE
FIRE ALARM MANUAL PULL STATION
ALARM OR SUPERVISED VALVE
FIRE ALARM RELAY
DH
R
FLUSH FLOOR MOUNTEDA
WALL MOUNTEDA
OUTLET CLUSTERA DENOTES TYPE
FLOOR MOUNTED FLUSH WITH FINISHED FLOOR
TELECOMMUNICATIONS OUTLET ASSEMBLYN-RECEPTACLE COUNTE-ELEVATORT-WALL MOUNTED TELEPHONEP-PAYPHONEW-WIRELESS ACCESS POINT
D-DATAV-VOICEO-BLANK PLATECC-CCTV CONTROLLER
FURNITURE MOUNTED
N
N
N
SYMBOLS AND LEGEND AS APPLICABLE
FIRE ALARM SPEAKER/STROBE (WALL MOUNTED)
DENOTES 50mm ZONE CONDUIT BACK TO TELECOM ROOM
H
EL006
1
TX
P
F
FS
C
M
F
Y
F/S
ARCHITECTURAL ROOM NUMBER
CONDUIT OR CABLE TURNING DOWN - NEW
EXPLOSION PROOF
WEATHERPROOF
VAPOUR TIGHT
CONDUIT
EMPTY CONDUIT
LOCAL AREA NETWORK
BASEBOARD HEATING UNIT C/W BUILT INTHERMOSTAT
J
ERP DENOTES EXISTING FIXTURE/EQUIPMENT INRELOCATED POSITION
F/S FIRE ALARM SPEAKER/STROBE (CILING MOUNTED)
ACCESS CONTROL
CARD READERCR
B
B-BEEPER
DOOR OPERATOR
ELECTRIC DOOR STRIKE
D
DS
O
XP PUSH TO EXIT PUSH BUTTON
DOOR CONTACTDC
E REQUEST TO EXIT MOTION DETECTORM
BARRIER FREE DURESS PUSH BUTTON
OCCUPIED WHEN LIT
BF
OWL
TELEVISION AND CCTV
DESCRIPTIONSYMBOL
INDOOR CAMERA FIXED
INDOOR CAMERA PTZ
SYMBOL DESCRIPTION
SYMBOLS AND LEGEND AS APPLICABLE
DURESS PUSH BUTTON
AP WIRELESS ACCESS POINT
EXISTINGDP-E-PC-38
40A, DISCONNECT SWITCHFUSED AT 40A
TRANSFORMER 25KVATX-E-PC-AA600/347-208/120
RP-E-PC-AA225A, 120/208V,
3P, 4W
40A
4 #6 AWG + GRD, 27mm C
3 #8 AWG + GRD, 27mm C
3 #8 AWG + GRD, 27mm C
TYPE
LUMINARIES SCHEDULE
LAMP DESCRIPTION MANUFACTURER
F12'(W)x 2'(L) ULTRA SHALLOW RECESSED LED LUMINARIECOMPLETE WITH ALL APPROPRIATE HOUSING ANDHANGER AS PER THE MANUFACTURERSREQUIREMENTS.TRIM COLOR TO BE WHITE TO MATCHCEILING.
EATONDIVIDE-2X2
F2
D1
B2 LED LUMACELLMQM-1 (OR 2)-LD7
EXIT SIGN LEDDIE-CAST ALUMINUM PICTOGRAM EDG-LIT EXIT SIGN,SINGLE/DOUBLE FACE, ARROW INDICATION AS SHOWNON DRAWING.
LUMACELLLDE SERIES
LED
LED
LED
2'(W)x 4'(L) ULTRA SURFACE MOUNT LED LUMINARIECOMPLETE WITH ALL APPROPRIATE HOUSING ANDHANGER AS PER THE MANUFACTURERSREQUIREMENTS.TRIM COLOR TO BE WHITE TO MATCHCEILING.
EATONPORTFOLIO
EATONDIVIDE-2X4
VOLTS
120
120
120
12
120
4" RECESSED ROUND DOWNLIGHT LED LUMINAIRECOMPLETE WITH RING TRIM FINISH AND ALLAPPROPRIATE HOUSING AND HANGERS AS PER THEMANUFACTURERS REQUIREMENTS. TRIM COLOR TO BEWHITE TO MATCH CEILING.
B1 LED LUMACELLRGC-1 (OR 2)-LD7
12 EMERGENCY BATTERY UNIT WITH INTEGRAL DOUBLELIGHTING LED HEADS. 12V DC OUTPUT.
DOUBLE HEAD REMOTE EMERGENCY LIGHT FIXTURE.ADJUSTABLE LENS, FLAME RETARDANT AND IMPACTRESISTANT LAMP HEAD AND STEM.
WATTS
25
40
11
5
5
6
LUMEN COLOR TEMPERATURE
3000 4000K
4000K
1000
5000
4000K
- -
- -
- -
DRAWING NO. DRAWING TITLE
E1-00 ELECTRICAL LEGEND, SINGLE LINE DIAGRAM AND PANEL SCHEDULE
E2-00 DEMOLITION AND PROPOSED POWER LAYOUTS
E3-00 DEMOLITION AND PROPOSED LIGHTING LAYOUTS
E4-00 DEMOLITION AND PROPOSED SECURITY LAYOUTS
CONTRACTOR NOTES:
1- CONTRACTOR TO INCLUDE IN THEIR TENDER PRICE THE REMOVAL OF THE IT RACK WITH ALL COMPONENT'S FROM CURRENT SECURITY OFFICE AND TO REINSTALL IT IN THE NEW OFFICE AS INDICATED ON THE DRAWINGS. THE WORK TO BE CONDUCTED DURING WEEKEND BETWEEN 12 TO 5 AM.WORK TO BE COORDINATED WITH END USER TO MINIMIZE ANY DISTURBANCES TO THEIR OPERATION AND TO MAINTAIN FULL FUNCTIONALITY DURING TRANSITIONS FROM CURRENT TO NEW OFFICE.
2- CONTRACTOR TO INCLUDE IN THEIR TENDER PRICE THE RELOCATION OF SECURED KEY CABINET FROM CURRENT SECURITY OFFICE TO NEW SECURITY OFFICE. THE WORK TO BE CONDUCTED DURING WEEKEND BETWEEN 12 TO 5 AM. WORK TO BE COORDINATED WITH END USER TO MINIMIZE ANY DISTURBANCES TO THEIR OPERATION AND TO MAINTAIN FULL FUNCTIONALITY DURING TRANSITIONS FROM CURRENT TO NEW OFFICE.
3- CONTRACTOR TO INCLUDE THEIR TENDER PRICE THE REMOVAL OF ALL SECURITY DEVICES (CAMERAS, DOOR HARDWARE, ……………..) AND IT'S COMPONENTS FROM CURRENT SECURITY OFFICE TO BE HANDED TO CLIENT. THE WORK SHALL BE CONDUCTED UP ON OCCUPANCY TO NEW SECURITY OFFICE.
4- EXISTING SECURITY WIRING CONTRACTOR TO VERIFY THE CONDITION AND ADVISE CLIENT IF IT COULD BE USED OR REPLACED. CONTRACTOR TO PROVIDE A SEPARATE ITEMIZED PRICE FOR REPLACEMENT AND INSTALLATION OF NEW WIRES IN THEIR TENDER.
5- CONTRACTOR TO NOTE THE POWER TO THE SPACE IS ON EMERGENCY POWER, THEY SHALL COMPLY WITH SPACES ACCORDINGLY.
ISSUED FOR REVYYYYMMMDD
KEY PLAN
CONSULTANTS
Detail Symbol
Drawing Title
1 inch
Check Scale (may be photo reduced)
0 0
10 mm
Project No. Drawing No.
Architect
NORR Limited
Structural
NORR Limited
Mechanical
NORR Limited
Electrical
NORR Limited
This drawing has been prepared solely for the use of
City of Toronto and there are no representations of any
kind made by NORR Limited to any party with whom
NORR Limited has not entered into a contract.
This drawing shall not be used for construction purposes
until the seal appearing hereon is signed and dated by
the Architect or Engineer.
ECBL07-0123-09
03
02
01
06
05
04 07
08
09WEST WING EAST WINGGREAT HALL
11
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NORR Limited
175 Bloor St. EastNorth Tower, 15th FloorToronto, ON, Canada M4W 3R8www.norr.com
An Ingenium Group Company
T
R
U
E
N
O
R
T
H
12A12
Project Leader
Scale
Checked
DrawnProject Manager
Client
Project
CITY OF TORONTO
UNION STATION
REVITALIZATION PROJECT
SECURITY OFFICE RELOCATION
D. BARRINGTON
T
r
u
e
N
o
r
th
North Arrow
M. ABUOSBA
M. KUTA
1:50
ELECTRICAL LEGEND
PANEL SCHEDULE AND
SINGLE LINE DIAGRAM
E1-00
N.T.S.
SINGLE LINE DIAGRAME1-00
1
2019FEB11 75% CONSTRUCTION DOCUMENTS A
N.T.S.
KEY PLANE1-00
2
WORK AREA
ELECTRICAL ROOM
CURRENTSECURITYOFFICE
2019MAR04 100% CLIENT REVIEW B
2019MAR13 BUILDING PERMIT C
2019JUN04 RESPONSE TO CITY D
2019SEP18 TENDER 0
Fw Ewb Ewa Ew Dwb Dwa Dw Fw Ewb Ewa Ew Dwb Dwa Dw
S-08ROOM
LOCKER
S-01OFFICE
BADGING
S-07AREA
INTERVIEW
S-04OFFICE
S-02OFFICEFRONT
S-03ROOM
AND DATAPOWER
WINDOW N.I.C. - TO BE INSTALLED AS PART OF BASE BUILDING SCOPE
S-06WASHROOM
S-01.1
S-02.1
S-0
3.1
S-02.2
S-04.1
S-04.2
S-04.3
S-06.1
S-0
8.1
P-W908HALLWAY
P-C913STOR
P-W907VESTIBULE
F/S
F/S
F/S
F/S
F/S
ERP
12 POWER DUPLEXRECEPTACLE TO BEBLACK COLOR
ERP
2D
2D
2D
ERP
ERP
GFI
2D
ERP
ERP
ERP2D
2D
TXRP-AA
ERP
FCU
A
DPM-C-SC-02
E
ERP
W.F.RP-AA-13
E.F.RP-AA-15
W.H.RP-AA-2
COMM. ROOM R-W614ALLOW FOR 100M OFCONDUIT AND FIBER CABLETO COMM. ROOM TO ELECTRICAL ROOM
P-C610
RP-AA-1
RP-AA-3
RP-AA-3
RP-AA-1
DOOR OPERATORRP-AA-5
DOOR OPERATORRP-AA-8
RP-AA-7
RP-AA-7
RP-AA-8
RP-AA-9
DOOR OPERATORRP-AA-11
RP-AA-9
RP-AA-6
RP-AA-9
TX-E-PC-AA
RP-AA-8
RP-AA-7
RP-AA-6
RP-AA-14
RP-AA-12
RP-AA-12
RP-AA-16
RP-AA-16 RP-AA-16
RP-AA-16
DOOR OPERATORRP-AA-18
J
RP-AA-17/18/23/25/27/29
RP-AA-21
1
F
D VPRINTERRP-AA-13
H.D.RP-AA-24
KEY CABINET
E.F.RP-AA-31
F
RP-AA-26
FCURP-AA-4
2D
WALL MOUNTEDIT RACK
SIGNAGELIGHT(SIGN+LIGHT BYMANUFACTURER)RP-AA-33
2D
F/S
F
F
P-C401
UNITRETAIL
COMMERCIAL
P-W006
OFFICEWINDOWSECURITY
P-W005
ROOM
P-C909
STOR
P-C913
STOR
P-W908
HALLWAY
P-C908
CORR
P-W006
P-W005
P-C401B
P-W913
VEST
WINDOW N.I.C. - TO BE INSTALLED AS PART OF BASE BUILDING SCOPE
FCU
A
E
S
F
F
F/S
F/S
F/S
F/S
S
F
1V/1D
F
S
F
YFS
YFS
Y
1V/1D
FCU
C
FCU
C
FCU
A
FCU
C
R
R
R ER
R
R
R
ER
R
R
ER
ER
R
R
R
R
R
R
R
ER
R
ER
R
RE
ER
ER
ER
1
G19a
G20
G21
G22
G19a
G20
G21
G22
ISSUED FOR REVYYYYMMMDD
KEY PLAN
CONSULTANTS
Detail Symbol
Drawing Title
1 inch
Check Scale (may be photo reduced)
0 010 mm
Project No. Drawing No.
Architect
NORR Limited
Structural
NORR Limited
Mechanical
NORR Limited
Electrical
NORR Limited
This drawing has been prepared solely for the use of
City of Toronto and there are no representations of any
kind made by NORR Limited to any party with whom
NORR Limited has not entered into a contract.
This drawing shall not be used for construction purposes
until the seal appearing hereon is signed and dated by
the Architect or Engineer.
ECBL07-0123-09
03
02
01
06
05
04 07
08
09WEST WING EAST WINGGREAT HALL
11
FU
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P
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H A
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F
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NORR Limited
175 Bloor St. EastNorth Tower, 15th FloorToronto, ON, Canada M4W 3R8www.norr.com
An Ingenium Group Company
T
R
U
E
N
O
R
T
H
12A12
Project Leader
Scale
Checked
DrawnProject Manager
Client
Project
CITY OF TORONTO
UNION STATION
REVITALIZATION PROJECT
SECURITY OFFICE RELOCATION
D. BARRINGTON
T
r
u
e
N
o
r
th
North Arrow
M. ABUOSBA
M. KUTA
M. ABUOSBA
1:50
DEMOLITION AND PROPOSED
POWER LAYOUTS
E2-00
1:50
DEMOLITION FLOOR PLANE2-00
11:50
PROPOSED FLOOR PLANE2-00
2
2019FEB11 75% CONSTRUCTION DOCUMENTS A
1
GENERAL NOTE:
THE LIFE ELECTRICAL CONDUIT IS OBSTRUCTING THE NEW WALL CONTRACTOR TO MOVE ITWITHIN THE CORRIDOR BY PUSHING IT ADJACENT TO THE WALL.
2019MAR04 100% CLIENT REVIEW B
2019MAR13 BUILDING PERMIT C
2019JUN04 RESPONSE TO CITY D
2019SEP18 TENDER 0
S-08ROOM
LOCKER
S-01OFFICE
BADGING
S-07AREA
INTERVIEW
S-04OFFICE
S-02OFFICEFRONT
S-03ROOM
AND DATAPOWER
WINDOW N.I.C. - TO BE INSTALLED AS PART OF BASE BUILDING SCOPE
S-06WASHROOM
2
EXPOSEDDROP BEAM
EXPOSEDDROP BEAM
2
B2
B2
X1
X1
X1B2
X1
X2
B2
X1
B2
X2B2
X2
B1
F2
F2 F2F2
F2
F2
B3 B3
F2
F2 F2
F1 F1
F1
F1
F1
F1
F1
F1
F1 F1
F1 F1
F1
F1D1
D1
D1
D1
D1
D1
D1
D1
D1 D1
OSOS
OS
OS
OS
OS
OS
X1
3W
X1
X1
3W
O/S
D1
D1
D1
RP-AA-20
RP-AA-22
F1
F3
F3
P-C401
UNITRETAIL
COMMERCIAL
P-W006
OFFICEWINDOWSECURITY
P-W005
ROOM
P-C909
STOR
P-C913
STOR
P-W908
HALLWAY
P-C908
CORR
P-W006
P-W005
P-C401B
P-W913
VEST
WINDOW N.I.C. - TO BE INSTALLED AS PART OF BASE BUILDING SCOPE
EXPOSEDDROP BEAM
EXPOSEDDROP BEAM
FCU
ER
R
RR
R
R
R
R
R
RR
R
R R
R
R R
R R
E
E
E
R
R R
R R
G19a
G20
G21
G22
Ewb Ewa Ew Dwb Dwa Dw
G19a
G20
G21
G22
FwEwb Ewa Ew Dwb Dwa DwFw
ISSUED FOR REVYYYYMMMDD
KEY PLAN
CONSULTANTS
Detail Symbol
Drawing Title
1 inch
Check Scale (may be photo reduced)
0 0
10 mm
Project No. Drawing No.
Architect
NORR Limited
Structural
NORR Limited
Mechanical
NORR Limited
Electrical
NORR Limited
This drawing has been prepared solely for the use of
City of Toronto and there are no representations of any
kind made by NORR Limited to any party with whom
NORR Limited has not entered into a contract.
This drawing shall not be used for construction purposes
until the seal appearing hereon is signed and dated by
the Architect or Engineer.
ECBL07-0123-09
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NORR Limited
175 Bloor St. EastNorth Tower, 15th FloorToronto, ON, Canada M4W 3R8www.norr.com
An Ingenium Group Company
T
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N
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12A12
Project Leader
Scale
Checked
DrawnProject Manager
Client
Project
CITY OF TORONTO
UNION STATION
REVITALIZATION PROJECT
SECURITY OFFICE RELOCATION
D. BARRINGTON
T
r
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N
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North Arrow
1:50
PROPOSED REFLECTED CEILING PLANE3-00
21:50
DEMOLITION REFLECTED CEILING PLANE3-00
1
M. ABUOSBA
M. KUTA
M. ABUOSBA
1:50
DEMOLITION AND PROPOSED
LIGHTING LAYOUTS
E3-00
2019FEB11 75% CONSTRUCTION DOCUMENTS A
2019MAR04 100% CLIENT REVIEW B
2019MAR13 BUILDING PERMIT C
2019JUN03 ALTERNATIVE SOLUTION D
2019JUN04 RESPONSE TO CITY E
2019SEP18 TENDER 0
P-C806
P-C908
P-C001
P-C909
P-W907D P-W907E
P-W907J P-W907K
S-08ROOM
LOCKER
S-01OFFICE
BADGING
S-07AREA
INTERVIEW
S-04OFFICE
S-02OFFICEFRONT
S-03ROOM
AND DATAPOWER
WINDOW N.I.C. - TO BE INSTALLED AS PART OF BASE BUILDING SCOPE
S-06WASHROOM
S-01.1
S-02.1
S-03.1
S-02.2
S-04.1
S-04.2
S-04.3
S-06.1
S-08.1
P-W908HALLWAY
P-C913STOR
P-W907VESTIBULE
E E
DCDC
DC
CR
DC
DS
EM
CR
DS
EM
LS
DC
DS
CR
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CN 91P
CN 94F
VMS & ACSCLIENTWORKSTATION#1
ERR
DC
DS
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DC
DS
PX
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DO
DO
DO
DO
DO
DO
DO
DO
BF
OWL1
2
2
PX
PX
AP
AP
AP
P-W006
P-W005
P-C806
P-C908
P-C401B
P-C001
P-C909
P-W907D P-W907E
P-W907J P-W907K
WINDOW N.I.C. - TO BE INSTALLED AS PART OF BASE BUILDING SCOPE
P-W908HALLWAY
P-C913STOR
P-W907VESTIBULE
E E
ERR
E
E
C
E E
E
61DC
CR
DS
EM
LS
IR
IR
CN 91P
CN 94F
VMS & ACS CLIENTWORKSTATION #1
R
ER
R
G19a
G20
G21
G22
FINISH CEILING
LINE
27mmC TO SECURITY SYSTEM PANEL
DC EM
13 2 1
RTE
1 2#16 AWG 21mmC
2 6#18 AWG Shielded 21mmC
3 4#22 AWG 21mmC
RTE POWER
CR
DS
LS
- DENOTES DEVICE ON UNSECURE SIDE OF DOOR
- 1 DOOR CONTACT
Security Equipment List:
- 1 CARD READER
- MOTION RTE/HORN
- 1 ELECTRIC STRIKE W/ LBM
J
Ewb Ewa Ew Dwb Dwa DwEwb Ewa Ew Dwb Dwa Dw
G19a
G20
G21
G22
Fw Fw
ISSUED FOR REVYYYYMMMDD
KEY PLAN
CONSULTANTS
Detail Symbol
Drawing Title
1 inch
Check Scale (may be photo reduced)
0 010 mm
Project No. Drawing No.
Architect
NORR Limited
Structural
NORR Limited
Mechanical
NORR Limited
Electrical
NORR Limited
This drawing has been prepared solely for the use of
City of Toronto and there are no representations of any
kind made by NORR Limited to any party with whom
NORR Limited has not entered into a contract.
This drawing shall not be used for construction purposes
until the seal appearing hereon is signed and dated by
the Architect or Engineer.
ECBL07-0123-09
03
02
01
06
05
04 07
08
09WEST WING EAST WINGGREAT HALL
11
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NORR Limited
175 Bloor St. EastNorth Tower, 15th FloorToronto, ON, Canada M4W 3R8www.norr.com
An Ingenium Group Company
T
R
U
E
N
O
R
T
H
12A12
Project Leader
Scale
Checked
DrawnProject Manager
Client
Project
CITY OF TORONTO
UNION STATION
REVITALIZATION PROJECT
SECURITY OFFICE RELOCATION
D. BARRINGTON
T
r
u
e
N
o
r
th
North Arrow
M. ABUOSBA
M. KUTA
M. ABUOSBA
1:50
DEMOLITION AND PROPOSED
SECURITY LAYOUTS
E4-00
1:50
DEMOLITION FLOOR PLANE4-00
11:50
PROPOSED FLOOR PLANE4-00
2
2019FEB11 75% CONSTRUCTION DOCUMENTS A
1
GENERAL NOTE:
UNIVERSAL WASHROOMS EMERGENCY CALL SYSTEM SHALL INCLUDE THE AUDIBLE AND VISUALSIGNAL DEVICES INSIDE AND OUTSIDE OF THE WASHROOM THAT ARE ACTIVATED BY A CONTROLDEVICE INSIDE THE WASHROOM.
EXISTING SECURITY WIRING - CONTRACTOR TO VERIFY THE CONDITION AND ADVISE CLIENT IF ITCOULD BE USED OR REPLACED. CONTRACTOR TO PROVIDE A SEPARATE ITEMIZED PRICE FORREPLACEMENT AND INSTALLATION OF NEW WIRES IN THEIR TENDER.
2
N.T.S.
SECURITY DOOR ROUGH-IN DETAILE4-00
3
N.T.S.
CEILING MOUNT CAMERA DETAILE4-00
4
2019MAR04 100% CLIENT REVIEW B
2019MAR13 BUILDING PERMIT C
2019JUN04 RESPONSE TO CITY D
2019SEP18 TENDER 0