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

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09WEST WING EAST WINGGREAT HALL

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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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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

OR S

CH

ED

50SEE DOOR

SCHED 50

F1 - 50mm WRAPPROFILE

50

SEE

DO

OR S

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


PARTIAL SECTION SYMBOLS


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


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


FULL ELEVATION SYMBOLS

XXXX-XX

XXXX-XX


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

HED

SEE DOOR SCHED

A - SOLID PANEL

SEE

DO

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SC

HED

SEE DOOR SCHED

B- HERITAGE DOOR REPLICATION - CONSTRUCT DOOR TOMATCH APPEARANCE OF EXISTING DOORS P-W005 AND P-W006

20

01

50

150150


KEY PLAN

CONSULTANTS

Detail Symbol

Drawing Title

1 inch


0 0

10 mm


Architect

NORR Limited

Structural

NORR Limited

Mechanical

NORR Limited

Electrical

NORR Limited








ECBL07-0123-09

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NORR Limited



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12A12

Project Leader

Scale

Checked


Client

Project

CITY OF TORONTO

UNION STATION



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




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


KEY PLAN

CONSULTANTS

Detail Symbol

Drawing Title

1 inch


0 0

10 mm


Architect

NORR Limited

Structural

NORR Limited

Mechanical

NORR Limited

Electrical

NORR Limited








ECBL07-0123-09

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NORR Limited



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Project Leader

Scale

Checked


Client

Project

CITY OF TORONTO

UNION STATION



D. BARRINGTON

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North Arrow

A. SCHMIDT

N. McGOEY

S. FLEMING

1:400

B1 LEVEL KEY PLAN

A0-03





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


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 m² PER PERSON29.48m² / 9.30m² PER PERSON = 3.17 PERSONS

BASED ON USE OFSPACE

0 PEOPLE

1 2


EQUIPMENTSTATION

1

OCCUPANTS ALREADYCOUNTED IN OTHER

ROOMS

0 PEOPLE

1 PERSONBASED ON DESIGN OF SPACE

1

4 PEOPLE

SHORT-TERMGUEST


KEY PLAN

CONSULTANTS

Detail Symbol

Drawing Title

1 inch


0 0

10 mm


Architect

NORR Limited

Structural

NORR Limited

Mechanical

NORR Limited

Electrical

NORR Limited








ECBL07-0123-09

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NORR Limited



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Project Leader

Scale

Checked


Client

Project

CITY OF TORONTO

UNION STATION



D. BARRINGTON

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North Arrow

A. SCHMIDT

N. McGOEY

S. FLEMING

1:50

FIRE & LIFE SAFETY PLAN

A0-041:50

FIRE & LIFE SAFTY PLANA0-04

1




1:50

OCCUPANT LOADA0-04

2

OCCUPANCY: GROUP DOCCUPANT LOAD: 10 PERSONS


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


KEY PLAN

CONSULTANTS

Detail Symbol

Drawing Title

1 inch


0 0

10 mm


Architect

NORR Limited

Structural

NORR Limited

Mechanical

NORR Limited

Electrical

NORR Limited








ECBL07-0123-09

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NORR Limited



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Project Leader

Scale

Checked


Client

Project

CITY OF TORONTO

UNION STATION



D. BARRINGTON

T

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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


610

305m

m M

IN. O

VER

LAP

WH

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OC

CU

RIN

G

-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





16mm PLYWOOD

38 x 89mm WOOD STUD FRAMINGWITH STRAPPING AS REQUIRED

BLOCKING AS REQUIRED

PROTECT EXISTING FLOORINGFINISHES AS REQUIRED


2A0-06





16mm PLYWOOD

BLOCKING AS REQUIRED

PROTECT EXISTING FLOORINGFINISHES AS REQUIRED


3A0-06

METAL SUPPORT BRACKETS






KEY PLAN

CONSULTANTS

Detail Symbol

Drawing Title

1 inch


0 0

10 mm


Architect

NORR Limited

Structural

NORR Limited

Mechanical

NORR Limited

Electrical

NORR Limited








ECBL07-0123-09

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NORR Limited



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12A12

Project Leader

Scale

Checked


Client

Project

CITY OF TORONTO

UNION STATION



D. BARRINGTON

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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


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


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


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


SITE VERIFY

EXISTINGFLOOR LEVEL

EXISTINGFLOOR LEVEL

BLEND CONCRETE AT DOORFOR SMOOTH TRANSITIONTO LEVEL FLOOR INSIDEPOWER AND DATA ROOM

MIN

16

70


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


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


· 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


KEY PLAN

CONSULTANTS

Detail Symbol

Drawing Title

1 inch


0 0

10 mm


Architect

NORR Limited

Structural

NORR Limited

Mechanical

NORR Limited

Electrical

NORR Limited








ECBL07-0123-09

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02

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11

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P

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H A

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E :

PL

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E :

10

:1

3 A

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er 1

7, 2

01

9\\B

LR

NA

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S\E

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IV

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N\S

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UR

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Y O

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S\A

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0.D

WG

NORR Limited



T

R

U

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N

O

R

T

H

12A12

Project Leader

Scale

Checked


Client

Project

CITY OF TORONTO

UNION STATION



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.)




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


KEY PLAN

CONSULTANTS

Detail Symbol

Drawing Title

1 inch


0 0

10 mm


Architect

NORR Limited

Structural

NORR Limited

Mechanical

NORR Limited

Electrical

NORR Limited








ECBL07-0123-09

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11

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LR

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1\B

LO

OR

\N

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S\E

CB

L0

7-0

12

3\5

00

-D

EL

IV

\D

SG

N\S

EC

UR

IT

Y O

FF

IC

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OC

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N\C

ON

ST

RU

CT

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N D

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ET

S\A

3-0

0.D

WG

NORR Limited



T

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N

O

R

T

H

12A12

Project Leader

Scale

Checked


Client

Project

CITY OF TORONTO

UNION STATION



D. BARRINGTON

North Arrow

A. SCHMIDT

N. McGOEY

S. FLEMING

1:25


ELEVATIONS

A3-001:25

DEMOLITION SOUTH ELEVATIONA3-00

1

LEGEND


1:25

PROPOSED SOUTH ELEVATIONA3-00

2

1:25

DEMOLITION WEST ELEVATIONA3-00

3

1:25

PROPOSED WEST ELEVATIONA3-00

4




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


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


P-C401

UNITRETAIL

COMMERCIAL REMOVE PLYWOOD, REFER TOCONSULTANT FOR DIRECTION ONANY ITEMS FOUND UNDERNEATH

Dwa Dwb Ew Ewa Ewb


KEY PLAN

CONSULTANTS

Detail Symbol

Drawing Title

1 inch


0 0

10 mm


Architect

NORR Limited

Structural

NORR Limited

Mechanical

NORR Limited

Electrical

NORR Limited








ECBL07-0123-09

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H A

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AM

E :

PL

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E :

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E :

11

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8 A

MS

ep

te

mb

er 1

2, 2

01

9\\B

LR

NA

S0

1\B

LO

OR

\N

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R\P

RO

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S\E

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L0

7-0

12

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00

-D

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IV

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N\S

EC

UR

IT

Y O

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S\A

3-0

1.D

WG

NORR Limited



T

R

U

E

N

O

R

T

H

12A12

Project Leader

Scale

Checked


Client

Project

CITY OF TORONTO

UNION STATION



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


3

1:50


4

LEGEND


1:50


5

1:50


6





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


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


50

PROVIDE IN-WALL SUPPORTFOR HANDRAIL

STANDARD STAINLESSSTEEL BRACKET TO MATCH

UNION STATION BASEBUILDING STANDARD


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


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


STANDARD STAINLESS STEEL BRACKETS TOMATCH UNION STATION BASE BUILDINGSTANDARD, AT 1000mm O.C. MAX, SPACEDEQUALLY


KEY PLAN

CONSULTANTS

Detail Symbol

Drawing Title

1 inch


0 0

10 mm


Architect

NORR Limited

Structural

NORR Limited

Mechanical

NORR Limited

Electrical

NORR Limited








ECBL07-0123-09

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02

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P

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F

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AM

E :

PL

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D

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E :

TIM

E :

12

:0

1 P

MS

ep

te

mb

er 1

2, 2

01

9\\B

LR

NA

S0

1\B

LO

OR

\N

OR

R\P

RO

JE

CT

S\E

CB

L0

7-0

12

3\5

00

-D

EL

IV

\D

SG

N\S

EC

UR

IT

Y O

FF

IC

E R

EL

OC

AT

IO

N\C

ON

ST

RU

CT

IO

N D

OC

UM

EN

TS

\A

RC

HIT

EC

TU

RA

L\S

HE

ET

S\A

5-0

0.D

WG

NORR Limited



T

R

U

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N

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T

H

12A12

Project Leader

Scale

Checked


Client

Project

CITY OF TORONTO

UNION STATION



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



1:10

FLOOR SLAB SECTION DETAILA5-00

16

1:10

HANDRAIL PLAN DETAILA5-00

10

1:5

HANDRAIL ELEVATION DETAILA5-00

141:5


131:5

HANDRAIL SECTION DETAILA5-00

15



1:10

HANDRAIL ELEVATIONA5-00

12

1:10

HANDRAIL ELEVATIONA5-00

11


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


+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


+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


6A5-01

MET-SHR

+77.180

+77.436

5A5-01

STEEL HANDRAILMET-SHR


MET-SHR


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


2 STEPSUP


±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


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


KEY PLAN

CONSULTANTS

Detail Symbol

Drawing Title

1 inch


0 0

10 mm


Architect

NORR Limited

Structural

NORR Limited

Mechanical

NORR Limited

Electrical

NORR Limited








ECBL07-0123-09

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12A12

Project Leader

Scale

Checked


Client

Project

CITY OF TORONTO

UNION STATION



D. BARRINGTON

T

r

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N

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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


1:20

FRONT OFFICE GUARDRAIL ELEVATIONA5-01

21:20

FRONT OFFICE STAIR SECTIONA5-01

31:20

FRONT OFFICE STAIR SECTIONA5-01

41:5


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


101:5


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


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


KEY PLAN

CONSULTANTS

Detail Symbol

Drawing Title

1 inch


0 0

10 mm


Architect

NORR Limited

Structural

NORR Limited

Mechanical

NORR Limited

Electrical

NORR Limited








ECBL07-0123-09

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NORR Limited



T

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12A12

Project Leader

Scale

Checked


Client

Project

CITY OF TORONTO

UNION STATION



D. BARRINGTON

T

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N

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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


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


1:10

TYPICAL ACT-1 TO GWB CEILING TRANSITIONA6-00

2




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


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


KEY PLAN

CONSULTANTS

Detail Symbol

Drawing Title

1 inch


0 0

10 mm


Architect

NORR Limited

Structural

NORR Limited

Mechanical

NORR Limited

Electrical

NORR Limited








ECBL07-0123-09

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Project Leader

Scale

Checked


Client

Project

CITY OF TORONTO

UNION STATION



D. BARRINGTON

T

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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


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


1:5

PLAN DETAIL AT EXPOSED COLUMNA9-00

2

1:5

PLAN DETAIL AT EXPOSED COLUMNA9-00

3


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


KEY PLAN

CONSULTANTS

Detail Symbol

Drawing Title

1 inch


0 0

10 mm


Architect

NORR Limited

Structural

NORR Limited

Mechanical

NORR Limited

Electrical

NORR Limited








ECBL07-0123-09

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12A12

Project Leader

Scale

Checked


Client

Project

CITY OF TORONTO

UNION STATION



D. BARRINGTON

T

r

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N

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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


1:20

EXTERIOR WASHROOM ELEVATIONA9-01

6




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


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


MET-SHR

PAINTED 38x38mm STEELANGLE FASTENED TO WALL

PT-519A9-02

200

460

100

SSF-1


MET-SHR

2720

200 200

SSF-1

2720

610

5A9-02

6A9-02

200

200


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


SSF-1

19mm PLYWOOD PT-5

PAINTED 38x38mmSTEEL ANGLE PT-5

50


SSF-1 19mm PLYWOOD -PAINT WHERE EXPOSED

BLOCKING

PT-5

STEEL PLATEWELDED TO

C180X18MET-SHR

C180X18MET-SHR

LEVELING MOUNT,BLACK COLOUR


KEY PLAN

CONSULTANTS

Detail Symbol

Drawing Title

1 inch


0 0

10 mm


Architect

NORR Limited

Structural

NORR Limited

Mechanical

NORR Limited

Electrical

NORR Limited








ECBL07-0123-09

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02

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E :

11

:3

6 A

MS

ep

te

mb

er 2

0, 2

01

9\\B

LR

NA

S0

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S\E

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L0

7-0

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3\5

00

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N\S

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9-0

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WG

NORR Limited



T

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12A12

Project Leader

Scale

Checked


Client

Project

CITY OF TORONTO

UNION STATION



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

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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

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PLAN - RADIO SHELVESA9-02

131:20

ELEVATION - RADIO SHELVESA9-02

141:20

SECTION - RADIO SHELVESA9-02

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OFFICE DESK EDGE DETAILA9-02

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18

1:2

LEVELING MOUNT DETAILA9-02

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2019SEP18 TENDER 0


1332

118

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12.7mm ALUMINUM FRAME

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2 LAYERS OF 3mm PLEXIGLASSWITH TEXT AND LOGO

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HSS 76x76x6.4 PT-2

2 LAYERS OF 3mm PLEXIGLASSWITH TEXT AND LOGO

478

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19

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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

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12.7mm ALUMINUM PLATE

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PT-2

PT-2

SECURITYOFFICE

CITY OF TORONTO LOGO



MIN. EMBED. 150mm

HSS 152x102x6.4WELDED TO WALL

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EXISTING WALL

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PT-2

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5

27

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12.7mm ALUMINUM PLATE

19mm x 19mmALUMINUM CHANNEL

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PT-2

216

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222

180

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ALUMINUM FLATBAR

ALUMINUM BACK PLATE

PT-3

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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

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PT-3

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KEY PLAN

CONSULTANTS

Detail Symbol

Drawing Title

1 inch


0 0

10 mm


Architect

NORR Limited

Structural

NORR Limited

Mechanical

NORR Limited

Electrical

NORR Limited








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SIGNAGE DETAILS

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21:5

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41:2

WASHROOM SIGN SECTIONA9-03

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WASHROOM SIGN ELEVATIONA9-03

61:2

WASHROOM SIGN SECTIONA9-03

7

LEGEND




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


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


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.


KEY PLAN

CONSULTANTS

Detail Symbol

Drawing Title

1 inch


0 0

10 mm


Architect

NORR Limited

Structural

NORR Limited

Mechanical

NORR Limited

Electrical

NORR Limited








ECBL07-0123-09

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12A12

Project Leader

Scale

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Client

Project

CITY OF TORONTO

UNION STATION



D. BARRINGTON

T

r

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N

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North Arrow

H. SAFFARINI

R. ENDAYA

G. ALEXANDER

NTS

GENERAL NOTES

S10-01



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


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



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



SCALE: 1:20

SECTIONS20-B1

6



SEE ARCH

EXISTING SLAB

2-10M



L127x76x6.4CLOSURE ANGLETYP.C150, TYP.

SEE PLAN

FOR SLAB & SLABREINF. SEE PLAN

FOAM CONCRETE(ELASTIZELL EF CLASS IV

OR EQUIVALENT)


H. SAFFARINI

R. ENDAYA

G. ALEXANDER

AS NOTED

PROPOSED

B1 LEVEL FRAMING PLAN

SECTIONS AND DETAILS

S20-B1


KEY PLAN

CONSULTANTS

Detail Symbol

Drawing Title

1 inch


0 0

10 mm


Architect

NORR Limited

Structural

NORR Limited

Mechanical

NORR Limited

Electrical

NORR Limited








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NORR Limited



T

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12A12

Project Leader

Scale

Checked


Client

Project

CITY OF TORONTO

UNION STATION



D. BARRINGTON

T

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N

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North Arrow

SCALE: 1:50

B1 LEVEL FRAMING PLANS20-B1

1



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


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


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



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.


KEY PLAN

CONSULTANTS

Detail Symbol

Drawing Title

1 inch


0 0

10 mm


Architect

NORR Limited

Structural

NORR Limited

Mechanical

NORR Limited

Electrical

NORR Limited








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NORR Limited



T

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12A12

Project Leader

Scale

Checked


Client

Project

CITY OF TORONTO

UNION STATION



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


N.T.S.

KEY PLANE1-00

2

WORK AREA

ELECTRICAL ROOM

CURRENTSECURITYOFFICE




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


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


RP-AA-7

RP-AA-7

RP-AA-8

RP-AA-9


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


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


P-W005

ROOM

P-C909

STOR

P-C913

STOR

P-W908

HALLWAY

P-C908

CORR

P-W006

P-W005

P-C401B

P-W913

VEST


FCU

A

E

S

F

F

F/S

F/S

F/S

F/S

S

F

1V/1D

F

S

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YFS

YFS

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FCU

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FCU

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FCU

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R

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ER

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R

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R

R

R

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ER

R

ER

R

RE

ER

ER

ER

1

G19a

G20

G21

G22

G19a

G20

G21

G22


KEY PLAN

CONSULTANTS

Detail Symbol

Drawing Title

1 inch


0 010 mm


Architect

NORR Limited

Structural

NORR Limited

Mechanical

NORR Limited

Electrical

NORR Limited








ECBL07-0123-09

03

02

01

06

05

04 07

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NORR Limited



T

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12A12

Project Leader

Scale

Checked


Client

Project

CITY OF TORONTO

UNION STATION



D. BARRINGTON

T

r

u

e

N

o

r

th

North Arrow

M. ABUOSBA

M. KUTA

M. ABUOSBA

1:50


POWER LAYOUTS

E2-00

1:50

DEMOLITION FLOOR PLANE2-00

11:50

PROPOSED FLOOR PLANE2-00

2


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.




2019SEP18 TENDER 0

S-08ROOM

LOCKER

S-01OFFICE

BADGING

S-07AREA

INTERVIEW

S-04OFFICE

S-02OFFICEFRONT

S-03ROOM

AND DATAPOWER


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


P-W005

ROOM

P-C909

STOR

P-C913

STOR

P-W908

HALLWAY

P-C908

CORR

P-W006

P-W005

P-C401B

P-W913

VEST


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

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G19a

G20

G21

G22

Ewb Ewa Ew Dwb Dwa Dw

G19a

G20

G21

G22

FwEwb Ewa Ew Dwb Dwa DwFw


KEY PLAN

CONSULTANTS

Detail Symbol

Drawing Title

1 inch


0 0

10 mm


Architect

NORR Limited

Structural

NORR Limited

Mechanical

NORR Limited

Electrical

NORR Limited








ECBL07-0123-09

03

02

01

06

05

04 07

08


11

FU

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NORR Limited



T

R

U

E

N

O

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T

H

12A12

Project Leader

Scale

Checked


Client

Project

CITY OF TORONTO

UNION STATION



D. BARRINGTON

T

r

u

e

N

o

r

th

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


LIGHTING LAYOUTS

E3-00




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


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

EM

CN 91P

CN 94F

VMS & ACSCLIENTWORKSTATION#1

ERR

DC

DS

CR

E

E

DC

DS

PX

CR

DH

DC

DS

EM

CR

DC

DS

EM

CR

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


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


KEY PLAN

CONSULTANTS

Detail Symbol

Drawing Title

1 inch


0 010 mm


Architect

NORR Limited

Structural

NORR Limited

Mechanical

NORR Limited

Electrical

NORR Limited








ECBL07-0123-09

03

02

01

06

05

04 07

08


11

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H A

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NORR Limited



T

R

U

E

N

O

R

T

H

12A12

Project Leader

Scale

Checked


Client

Project

CITY OF TORONTO

UNION STATION



D. BARRINGTON

T

r

u

e

N

o

r

th

North Arrow

M. ABUOSBA

M. KUTA

M. ABUOSBA

1:50


SECURITY LAYOUTS

E4-00

1:50

DEMOLITION FLOOR PLANE4-00

11:50

PROPOSED FLOOR PLANE4-00

2


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




2019SEP18 TENDER 0

union station revitalization project security office ... · yyyymmmdd issued for rev key plan...

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