Queen Street

Her

bert

Aven

ue

4.69 m

6.03 m

7. 51 m

PROPERTY LINE

Lane

Concrete Sidewalk

Con

cret

e Si

dew

alk

Concrete (E)

Asph

alt

Grass (E)

FH

CB

CB

CB

CB

Existing 3-Storey Brick Building

1-Storey

5-Storey

chain link fence (E)

SD1

SD1

Stone Driveway

Asphalt

SD2

SD3

SD4

Demolition Legend

EXX

Existing element to be demolished

Existing door leaf and frame to be demolished

Approximate extent of paving to be removed

Queen Street

Her

bert

Aven

ue

4.69 m

6.03 m

7. 51 m

PROPERTY LINE

Lane

Concrete Sidewalk

Con

cret

e Si

dew

alk

Concrete (E)Stone Driveway

Asphalt

Grass (E)

FH

CB

CB

CB

CB

Existing 3-Storey Brick Building

1-Storey

5-Storey

existing chain link fence

S1

S1

S2

S3

S4S5

S5

S6

Tree Protection Zone Fence

Sheet List

SheetNumber Sheet Name

ARCHITECTURALA0.0 OBC Matrix, Demolition Site Plan, Proposed Site PlanA1.0 Demolition PlansA2.0 Proposed PlansA3.0 Details

STRUCTURALS1 Restoration Plan, Sections and Details

MECHANICALM1.0 Mechanical Demolition and New Layout

SURVEYSV1 Survey

3/32" = 1'-0"1 Site - Demoltion Plan

ProjectNorth

PROJECT CODE: SCALE:

WORKSHOP architecture inc1157 Davenport RoadToronto Ontario M6H 2G4T 416.901.8055 F 416.849.0383www.workshoparchitecture.ca

All drawings and related documents are the property of Workshop Architecture Inc. and may not be reproduced in whole or in part without the architects permission. This drawing should not be used to calculate areas. All dimensions to be checked on site by the contractor and such dimensions to be their responsibility. This drawing shall not be used for construction unless identified as "Issued for Construction" Drawing errors or discrepancies are to be immediately reported to the architect.

drawing number

DATE: STATUS:

As indicated1909

A0.0

Firehall 227 Renovation

1904 Queen St EToronto, ON M4L 1H4

OBC Matrix, Demolition SitePlan, Proposed Site Plan

Tender2020-01-22

Site Demolition Notes

Note DescriptionSD1 Hatch denotes area of asphalt to be demolished. Contractor to allow for removal

of existing pavement and fill material up to 1.2 mbgs. Refer to GeotechnicalReport for detailed requirements.

SD2 Demolish existing metal grates.SD3 Demolish existing reinforced concrete sidewalk and asphalt-paved topping.SD4 Excavate and reinstate finish as required to install waterproofing - refer to

structural.

3/32" = 1'-0"2 Site - Proposed Plan

Site Notes

Note DescriptionS1 Hatch denotes area of new asphalt and fill.S2 Hatch denotes area of new concrete concrete sidewalk.S3 Existing bollards to remain.S4 Existing manhole to remain, typical.S5 Flush transition to existing asphalt.S6 Reinstate sod as required.

Rev Description Date

1 Issued for Pre-Tender Review 2019-11-252 Issued for Tender 2020-01-22

3 Tree Protection Fence & Signage

WORK WITHIN A TREE PROTECTION ZONE AND UNDER TREE CANOPIESIF WORK MUST BE CONDUCTED WITHIN A TREE PROTECTION ZONE THE CONTRACTOR SHOULD MINIMIZE SOIL COMPACTION AND MECHANICAL ROOT DAMAGE BY UTILIZING ONE OF THE FOLLOWING FOUR METHODS:

1. APPLYING 150-300MM OF MULCH TO AREA. UPON COMPLETION REMOVE EXCESS MULCH LEAVING A 100MM DEPTH LAYER OF MULCH.

2. LAYING 20MM THICK PLYWOOD OR 100X100MM WOOD BEAMS OVER A 100+MM THICK LAYER OF WOOD CHIP MULCH. UPON COMPLETION REMOVE PLYWOOD AND LEAVE MULCH LAYER IN PLACE.

3. APPLYING 100-150MM DEPTH OF GRAVEL OVER A TAUT, STAKED GEOTEXTILE FABRIC. UPON COMPLETION REMOVE GRAVEL AND GEOTEXTILE.

4. PLACING COMMERCIAL LOGGING OR ROAD MATS ON TOP OF A MULCH LAYER. UPON COMPLETION REMOVE MATS. STONE, GEOTEXTILE, AND MULCH EXCEEDING 100MM THICK WILL BE REMOVED FROM THE TREE PRESERVATION AREA ONCE THE THREAT OF SOIL OR ROOT DAMAGE HAS PASSED.

General Notes

1. Site visit is required by General Contractor to verify site conditions. Contact Architectfor clarification if required.

2. Make good all surfaces/areas/finishes damaged during demolition.

3. All dimensions are to face of partition unless noted otherwise. Angles are 90 degreesunless noted otherwise.

4. Contractor to chalk partition layout on floor for Architect's review prior to construction.

5. Contractor to provide adequate blocking for all millwork, signage, grab bars,equipment, etc mounted to walls/ceilings.

6. Patch, repair and make good all existing partitions, bulkheads, and ceilings within areaof work. Prepare existing surfaces as required to receive new finishes.

7. The General Contractor shall be responsible for all mechanical, electrical and plumbingwork. The General Contractor shall be responsible for all chases, openings (includingscanning/x-ray where required) and patching as required by mechanical, electrical,plumbing and IT cabling trades. Review requirements with these trades.

8. The General Contractor shall be responsible for keeping areas clean (e. access to exitcorriors, etc). Remove garbage and clean daily and as required. At the completion of thejob, the General Contractor shall remove all protective materials and arrange for aprofessional cleaning service to clean/wipe down all surfaces, including walls,windows/glazing, sills, blinds and fixtures/fittings.

9. General Contractor is to co-ordinate and co-operate with trades retained directly byOwner as applicable (eg. furniture installers, IT sub-trades etc.)

10. The General Contractor shall be responsible for scheduling the trades identified initem 9, where such work affects the progress of the job.

11. The General Contractor shall comply with all applicable Building and Fire Codes.

12. All temporary shoring/support is the responsibility of the Contractor.

Symbols Legend

Existing partition to remain

New partition as scheduled

GWB1' - 0"

Ceiling MaterialHeight above Finished Floor

DXX

X

New Door tag -refer to schedule

(E) Existing

N.I.C. Not in Contract

Legend

Window tag - refer to schedule XX

Demolition Legend

EXX

Existing element to be demolished

Existing door leaf and frame to be demolished

Approximate extent of paving to be removed

E103

E105

E106

E107

E108

E110

E100

E101

E112

E111

E102

E104Floor Watch

Room104

Kitchen105

Locker Room103

Truck Bay 1101

Truck Bay 2102

E113

E105

E104

E103

E102

E101

E114E109

E213

E214

E215

E200a E200b

E201

E202

E203

E204

E205

E206

E207

E208

E209

E210E211E212

Tower Stair200

Bedroom204

WC202

Bedroom203

SleepingQuarters

201

WC205

Janitor206

Bedroom207

E300

E301

E302

E303

E304

E305E306

Weight Room301

Storage Room302

Tower Stair300

unexcavated

E001

E002

Room001

unexcavated

D1

D2

D3

ProjectNorth

PROJECT CODE: SCALE:

WORKSHOP architecture inc1157 Davenport RoadToronto Ontario M6H 2G4T 416.901.8055 F 416.849.0383www.workshoparchitecture.ca

All drawings and related documents are the property of Workshop Architecture Inc. and may not be reproduced in whole or in part without the architects permission. This drawing should not be used to calculate areas. All dimensions to be checked on site by the contractor and such dimensions to be their responsibility. This drawing shall not be used for construction unless identified as "Issued for Construction" Drawing errors or discrepancies are to be immediately reported to the architect.

drawing number

DATE: STATUS:

1/8" = 1'-0"1909

A1.0

Firehall 227 Renovation

1904 Queen St EToronto, ON M4L 1H4

Demolition Plans

Tender2020-01-22

1/8" = 1'-0"1 Level 1 Demolition Plan1/8" = 1'-0"2 Level 2 Demolition Plan

1/8" = 1'-0"3 Level 3 Demolition Plan1/8" = 1'-0"6 Basement Demolition Plan

Demolition Notes

Note DescriptionD1 Demolish existing wood-frame supplemental reinforcing structures.D2 Demolish existing windows and preapre to receive infill wall.D3 Excavate and reinstate finish as required to install waterproofing - refer to

structural.

Rev Description Date

1 Issued for Pre-Tender Review 2019-11-252 Issued for Tender 2020-01-22

1

2

3crawlspace

120050

04

HWT (E)

5

E100

E101

E102

Floor WatchRoom

104

Kitchen105

Locker Room103

Truck Bay 1101

Truck Bay 2102

E113

109

D10

3

106

106

105

103b

104

103a

D104

107108

110

110

D10

2

FW1

250

400

D10

1

111 above door

1372

1219

5

6

7

8

9 9

10

81.4581.45

81.31 (existing elevation)

11

11

E200a E200b

E201

E202

Tower Stair200

Bedroom204

WC202

Bedroom203

SleepingQuarters

201

WC205

Janitor206

Bedroom207

210

210

210

209 208 209

208

208

207

204

205

204

200a

203

E300

E301

E302

E303

E304

Weight Room301

Storage Room302

Tower Stair300

305306

E400 E401 E402

E403

E404

E405

E406E407E408

E409

E410

E411 Tower Stair400

E500 E501

E502

E503

E504E505

E506

E507

Tower Stair500

NOTE: All glazing to be temperedNOTE: All HM frames to be 2" profile

Door A Door B

36"

28"

Door C

Refer to 20/A3.0 and 21/A3.0 for overhead doors.

Existing stone/brick sill

INTERIOR EXTERIOR

W1

W2

W4

W3

W5

W2

INTERIOR ELEVATION

Symbols Legend

Existing partition to remain

New partition as scheduled

GWB1' - 0"

Ceiling MaterialHeight above Finished Floor

DXX

X

New Door tag -refer to schedule

(E) Existing

N.I.C. Not in Contract

Legend

Window tag - refer to schedule XX

1 LAYER 5/8" TYPE X GYPSUM WALLBOARD3 5/8" STEEL STUDSTO U/S OF SLAB UNLESS NOTED OTHERWISE

FW1

INTERIOR PARTITIONS

ASSEMBLY SCHEDULE

Materials Legend

ACT Acoustic Ceiling TileALUM AluminumALWD Aluminum Clad WoodEXIST ExistingEXP ExposedGWB Gypsum WallboardPLY Fire Rated PlywoodPT Paint FinishSAVB Self-Adhered Air Vapour

BarrierWD Solid Wood

ProjectNorth

PROJECT CODE: SCALE:

WORKSHOP architecture inc1157 Davenport RoadToronto Ontario M6H 2G4T 416.901.8055 F 416.849.0383www.workshoparchitecture.ca

All drawings and related documents are the property of Workshop Architecture Inc. and may not be reproduced in whole or in part without the architects permission. This drawing should not be used to calculate areas. All dimensions to be checked on site by the contractor and such dimensions to be their responsibility. This drawing shall not be used for construction unless identified as "Issued for Construction" Drawing errors or discrepancies are to be immediately reported to the architect.

drawing number

DATE: STATUS:

As indicated1909

A2.0

Firehall 227 Renovation

1904 Queen St EToronto, ON M4L 1H4

Proposed Plans

Tender2020-01-22

1/8" = 1'-0"1 Basement Proposed Plan1/8" = 1'-0"2 Level 1 Proposed Plan

1/8" = 1'-0"3 Level 2 Proposed Plan1/8" = 1'-0"4 Level 3 Proposed Plan

1/8" = 1'-0"5 Level 4 Proposed Plan

1/8" = 1'-0"6 Level 5 Proposed Plan

Existing Window Repair Schedule

Mark Comments

E100 W1, W2, W5E101 W1, W2, W5E102 W2E113 W2, W5E200b W1, W2E201 W2E202 W2E300 W1E301 W2E302 W2E303 W2E403 W4E405 W3, W4

Door Schedule

DoorNumber Room

TypeMark Height Width Door Mat'l Finish

FrameMaterial

FrameFin. Comments

D101 Truck Bay 1 101 C 11' - 0" 12' - 0" ALUM/TGL - -D102 Truck Bay 2 102 C 10' - 5" 10' - 9 1/2" ALUM/TGL - -D103 Locker Room 103 B 7' - 2" 3' - 0" HM PT HM PT reinstate existing storm doorD104 Floor Watch

Room 104A 7' - 2" 3' - 3" ALWD PT EXIST PT reinstate existing storm door,

existing frame to remain

General Notes

Note Description1 Backfill with free-draining sub granular material.2 Infill openings - refer to structural.3 Repair mortar and brick, prepare foundation wall surfaces and install new layer of

cementitous parging. Prepare new parging surface, detail all cracks, and install 2-plycold-applied waterproofing.

4 Wall-mounted safety ladder with retractable stiles (4'-0" tall x 24" wide - site verify).Acceptable product: 7000 Series KATT Modular Ladder by Skyline Group.

5 Hot water tank vent - see mechanical. Provide painted GWB bulkhead.6 New floor access door - refer to Spec 08310.7 New concrete sidewalk.8 Interior face of existing below-grade concrete retaing wall.9 New overhead door and operators - refer to Spec 08361.10 Paint new vent enclosure to match. Provide base to match existing.11 Slope concrete sidewalk to acheive area level with existing door threshold. Slope not

be steeper than 1:20.

3/4" = 1'-0"7 Typical Window Repair

Window Repair Notes

Note DescriptionW1 Replace/repair missing sash cord and weight. Refer

to specificaiton Section 06250 Window Restoration.W2 Provide weatherstripping at meeting rail and sill.

Refer to specificaiton Section 06250 WindowRestoration.

W3 Refurbish/repair/replace bottom rail. Refer tospecificaiton Section 06250 Window Restoration.

W4 Refurbish existing window frame/stool as required.Refer to specificaiton Section 06250 WindowRestoration.

W5 Make operable painted shut window.

Rev Description Date

1 Issued for Pre-Tender Review 2019-11-252 Issued for Tender 2020-01-22

Level 1267' - 2 3/4"

5' -

0"

1524

3' -

0"

914

3' - 9 1/2"

1156

Level 1267' - 2 3/4"

3' -

0"

914

5' -

8"

1727

3' - 10"

1168

Level 1267' - 2 3/4"

6' -

0 1/

2"

1842

2' -

8"

813

5' - 1"

1549

Level 1267' - 2 3/4"

3' -

6"

1067

1' -

6"

457

3' -

0"

914

5' -

0"

1524

EQEQ7' - 10"

2388

Level 1267' - 2 3/4"

2' - 9 3/4"

857

3' -

0"

914

5' -

9"

1753

Level 1267' - 2 3/4"

3' -

0"

914

5' -

9"

1753

3' - 0"

914

Level 1267' - 2 3/4"

4' - 1"

1245

6' -

10"

2083

2' -

6"

762

1' -

8"

508

Level 1267' - 2 3/4"

6' -

10"

2083

2' -

6"

762

1' - 8"

508

1' -

8"50

8

10' -

5"

3175

10' - 9 1/2"

3289

1' -

8 1/

2"

518

1' -

8 1/

2"

518

1' -

8 1/

2"

518

1' -

8 1/

2"

518

1' -

8 1/

2"

518

1' -

11 1

/4"

587

EQEQEQ

28A3.0

Sim

28A3.0

12' - 0"

3658

11' -

0"

3353

1' -

9 1/

2"

547

1' -

9 1/

2"

547

1' -

9 1/

2"

547

1' -

9 1/

2"

547

1' -

9 1/

2"

547

2' -

0 1/

4"

617

Level 2279' - 2 3/4"

3' -

0"

914

5' -

9"

1753

3' - 1"

940

Level 2279' - 2 3/4"

5' - 2 1/2"

1588

2' -

6"

760

3' -

3"

991

EQEQ

Level 2279' - 2 3/4"

2' -

6"

760

3' -

3"

991

3' - 3"

991

Level 2279' - 2 3/4"

2' - 6 1/2"

775

3' -

0"

914

3' -

7"

1092

Level 2279' - 2 3/4"

3' - 0"

914

3' -

0"

914

5' -

8"

1727

Level 2279' - 2 3/4"

5' -

8 "

1727

3' -

0 "

914

4' - 1"

1245

Level 2279' - 2 3/4"

3' -

0"

914

5' -

8"

1727

1' - 8"

508

Level 3291' - 2 3/4"

3' - 3"

991

3' -

0"

914

5' -

3 1/

2"

1613

2' - 9"

838

4' -

11"

1499

1' -

8 1/

2"

521

2' -

3"

684

0' - 6 3/4"existing trim to remain

171

Flashing to wrap over existing wood sill

A

A Section AA

Existing wood frame trim to remainRefurbish as required.

Existing masonry wall

Existing interior wood frame trim (stool, apron, casing) to remain. Refurbish as required. Existing stone/

precast/brick sill to remain

Remove/reinstate existing roller shade as required to accomodate window installation

Insect screen

Brick arch or stone lintel to remain

Caulking on foam backer rod (typ.)

Sealant with Weeps

Interior perimeter sealant

Interior perimeter sealant.

Prefinished aluminum flashing

Existing tile sill to remain

Existing stone/precast sill to remain

Existing masonry wall

Existing masonry wall

Existing tile finish to remain

Plywood blocking

New 1x1 wood trim, painted

New 1x1 wood trim, painted

Remove/reinstate existing roller shade as required to accommodate window installation

SAVB

Prefinished aluminum sill flashing

Insect screen

Caulking on foam backer rod (typ.)

Aluminum flashing

Provide mounting plates as required for new overhead door tension spring

Provide track support hangers for horizontal door tracks and operator. Salvage/modify existing if possible.

Provide new door operator as specified (Section 08710)

Existing masonry wall

Plywood blocking

EXTERIOR INTERIOR

Existing tile finish to remain

Existing stone/precast sill below New 1x1 wood trim,

painted

Prefinished ALUM trim

INTERIOR EXTERIOR

Existing masonry wall

Existing wood frame and trim to remain. Refurbish as required.

Sill below

Interior perimeter sealant

Existing brick or stone sill

Level 1267' - 2 3/4"

2' -

8"

813

7' -

7"

2311

3' - 7"

1092

FIXED

Door D104 below

Level 1267' - 2 3/4"

6' -

10"

2083

2' -

6"

762

1' - 8"

508

1' -

8"50

8

Insulated ALUM panel with cutout for existing AC unit. Refer to 29/A3.0.

Existing GWB to remainPatch and repair as required.

Existing masonry wall

Existing brick sill to remain

Remove/reinstate existing roller shade as required to accomodate window installation

Insect screen

Brick arch or stone lintel to remain

Exterior perimeter sealant - Caulking on foam backer rod (typ.)

Sealant with weeps

Interior perimeter sealant

Interior perimeter sealant.

Prefinished aluminum flashingNew PLAM sill on

19mm particleboard

1/2"

Aluminum flashing

INTERIOR EXTERIOR

Existing masonry wall

Existing GWB to remain. Patch/repair as required.

PLAM sill below

Interior perimeter sealant

Existing brick or stone sill

Aluminum sill flashing

1x2 trim painted

2' - 0"

610

2' -

0 "

610

2x2 galvanized metal angle support bracket for AC unit

Reinstate existing window AC unit

Fasten to existing wood frame

Existing wood window frame to remain

SECTION ELEVATION

Insulated aluminum panel c/w cut out to suit existing AC unit. Modify existing glazing stop to accomodate new insulated panel.

Materials Legend

ACT Acoustic Ceiling TileALUM AluminumALWD Aluminum Clad WoodEXIST ExistingEXP ExposedGWB Gypsum WallboardPLY Fire Rated PlywoodPT Paint FinishSAVB Self-Adhered Air Vapour

BarrierWD Solid Wood

ProjectNorth

PROJECT CODE: SCALE:

WORKSHOP architecture inc1157 Davenport RoadToronto Ontario M6H 2G4T 416.901.8055 F 416.849.0383www.workshoparchitecture.ca

All drawings and related documents are the property of Workshop Architecture Inc. and may not be reproduced in whole or in part without the architects permission. This drawing should not be used to calculate areas. All dimensions to be checked on site by the contractor and such dimensions to be their responsibility. This drawing shall not be used for construction unless identified as "Issued for Construction" Drawing errors or discrepancies are to be immediately reported to the architect.

drawing number

DATE: STATUS:

As indicated1909

A3.0

Firehall 227 Renovation

1904 Queen St EToronto, ON M4L 1H4

Details

Tender2020-01-22

1 : 5010 W1101 : 507 W107

1 : 508 W1081 : 509 W109

1 : 506 W1061 : 505 W105

1 : 504 W1041 : 502 W103a

1 : 5021 D102

1 : 5020 D101

1 : 5017 W2101 : 5016 W209

1 : 5015 W2081 : 5014 W207

1 : 5011 W2031 : 5013 W205

1 : 5012 W2041 : 5018 W305

1 : 5019 W306

Notes: .1 New windows to suit existing openings. .2 Exisitng inteior wood trim adn finsihes to remain undisturbed, typ..3 Grey hatch denotes exterior aluminum flashing, typ.

1 : 1022 Detail Section - Head & Sill, Typical1 : 1026 Detail Section - Head & Sill, Tile @ W109, W110

1 : 2528 Section - Overhead Door, Typical

1 : 1027 Detail Plan - Jamb, Tile @ W109, W1101 : 1023 Detail Plan - Jamb, Typical

Window Schedule

1 : 501 W1111 : 503 W103b

1 : 1024Detail Section - Head & Sill, GWB @ W208, W209,W210, W211, W212

1 : 1025Detail Plan - Jamb, GWB @ W208, W209, W210,W211, W212

1 : 2029 AC Unit Bracket

Rev Description Date

1 Issued for Pre-Tender Review 2019-11-252 Issued for Tender 2020-01-22

LEGEND

FOUNDATION WALLWATERPROOFING AND BACK-FILLING PLAN

EXTERIOR

FOUNDATION WALLWATERPROOFING AND BACK-FILLING SECTION

INTERIOR

FLOOR ACCESS DOOR (N-S DIRECTION)

EXTERIORINTERIOR

FOUNDATION WALL INFILL DETAIL

2.0 SHOP DRAWING REVIEW RESPONSIBILITY :

1.0 SITE REVIEW RESPONSIBILITY :

FLOOR ACCESS DOORSECTION (E-W DIRECTION)

1904 Queen Street EastToronto, Ontario

Sheet Title

Project Name

Drawn By

Designed By

RJC Project Number

Sheet Number

.Revision

M.P.

T.C.

October, 2019Date

Scale

TOR.124479.0001

FIREHALL 227 RENOVATION

No. Revision Date By

Seal

All drawings, plans, models, designs, specifications and other documentsprepared by Read Jones Christoffersen Ltd. ("RJC") and used in connectionwith this project are instruments of service for the work shown in them (the"Work") and as such are and remain the property of RJC whether the Workis executed or not, and RJC reserves the copyright in them and in the Workexecuted from them, and they shall not be used for any other work or project.

These drawings are "design drawings" only. They may not be suitable foruse as shop drawings. Use of these drawings as base drawings for "shopdrawings" is not permitted unless written permission containing certainconditions and limitations is obtained from RJC. The work "as constructed"may vary from what is shown on these drawings.

Use of these drawings is limited to that identified in the Revision column.Do not construct from these drawings unless marked "Issued forConstruction" by RJC in the Revision column, and then only for the partsnoted. The drawings shall not be used for "pricing", "costing", or "tender"unless so indicated in the Revision column. "Pricing" or "Costing" drawingsare not complete and any prices based on such drawings must allow for this.

3.

2.

1.

Drawing Notes

1. M.D.ISSUED FOR TENDER Jan. 22/20

Read Jones Christoffersen Ltd.Engineersrjc.ca

100 University Avenue,North Tower, Suite 400

416-977-5335416-977-1427

Toronto, ON M5J 1V6 Canadatelfax

S1

AS NOTED

RESTORATION PLAN,SECTIONS AND DETAILS