a0 · 105 lounge 112 washroom 111 wellness room 113 suite 1 115 suite 2 116 suite 3 118 suite 4 119...

19
1 2 3 4 5 6 7 8 9 10 11 12 UP UP UP UP UP ISLINGTON AVENUE WARDLAW CRESCENT 2669-2671 Islington Avenue Existing 3-storey building 3.2.2.44 Group C, Up to 4 Storeys, Non-Combustible Construction Loading Dock Type 'G' 4m x 13m EXIT EXIT EXIT Existing 1- storey building Existing Transformer Fire hydrant(E) Existing Siamese Connection courtyard below Refer to landscape plans for modifications to West Plaza waste material storage addition EXIT 3370 rear setback 22028 52208 property dimension 45720 property dimension 52860 property dimension side setback 2675 R 45000 8897 6213 2700 6000 I s l i n g t o n A v e n u e Wardlaw Crescent Barkwin Drive Existing buildings Site Plan Legend Landscaping Hardsurface Property line Existing Fire Hydrant Entrance/Exit Fence NA TOTAL TOTAL WORKSHOP ARCHITECTURE 1157 DAVENPORT ROAD Toronto, ON M6H 2G4 tel. 416.901.8055 fax 416.849.0383 2669-2971 Islington Ave Etobicoke, ON M9V 2X6 Islington Shelter NUMBER OF STREETS / FIRE FIGHTER ACCESS 2 (EXISTING UNCHANGED) NEW NEW NO CHANGE NO CHANGE COMBUSTIBLE PERMITTED NON-COMBUSTIBLE REQUIRED BOTH 13 FRR OF SUPPORTING MEMBERS M.SQ./PERSON HOURS HOURS HOURS HORIZONTAL ASSEMBLIES FRR (HOURS) OCCUPANCY COMBUSTIBLE HAZARDOUS SUBSTANCES 17 YES REQUIRED FIRE RESISTANCE RATING (FRR) 18 MEZZANINE ROOF FLOORS BARRIER-FREE DESIGN OCCUPANT LOAD BASED ON MEZZANINE(S) AREA M² ACTUAL CONSTRUCTION 16 15 14 YES 3.2.1.1.(3)-(8) 3.2.2.20-.83 & 3.2.1.4 3.3.1.2. & 3.3.1.19 NO LISTED DESIGN NO. OR DESCRIPTION (SG-2) LISTED DESIGN NO. OR DESCRIPTION (SG-2) DESIGN OF BUILDING NON-COMBUSTIBLE NO (EXPLAIN) LOAD 3.8 PERSONS BOTH 3.1.17 9.10.1.3(4) 9.10.9 9.10.8 9.10.4.1 9.9.1.3 9.5.2 ONTARIO'S 2012 BUILDING CODE DATA MATRIX PARTS 3 & 9 CHANGE OF USE FIRM NAME: ITEM 7 BUILDING CLASSIFICATION CONSTRUCTION RESTRICTIONS HIGH BUILDING FIRE ALARM REQUIRED STANDPIPE REQUIRED WATER/SERVICE/SUPPLY IS ADEQUATE SPRINKLER SYSTEM (EXISTING) 11 12 9 10 8 BUILDING AREA (M²) PROJECT DESCRIPTION: NUMBER OF STOREYS GROSS AREA 5 6 4 3 2 1 ABOVE GRADE EXISTING EXISTING LOCATION: NAME OF PROJECT: OBC REFERENCE 3.2.5.7 3.2.2.20-.83 3.2.2.20-.83 3.2.2.20-.83 1.4.1.2.[A] 3.1.2.1(1) PART 3 1.4.1.2 [A] & 3.2.1.1. 3.2.2.10 & 3.2.5 3.2.1.5 3.2.2.17 ENTIRE BUILDING NOT REQUIRED IN LIEU OF ROOF RATING BASEMENT YES YES NO NO YES YES NO NO 3.2.6 3.2.9 3.2.4 BELOW GRADE NEW ALTERATION ADDITION 11.1 TO 11.4 PART 11 1.1.2. [A] 9.10.2. 9.10.6 N/A N/A 9.10.18 N/A 9.10.8.2. 9.10.20 9.10.1.3 1.1.2 [A] & 9.10.2 1.4.1.2.[A] PART 9 1.4.1.2.[A] 1.4.1.2.[A] 1.4.1.2 [A]&9.10.4 SELECTED COMPARTMENTS SELECTED FLOOR AREAS INDEX INDEX HOURS HOURS HOURS MEZZANINE ROOF FLOORS 19 SPATIAL SEPARATION - CONSTRUCTION OF EXTERIOR WALLS 3.2.3 9.10.14 20 OTHER-DESCRIBE 3.2.2.44 3 1 1HR NA NA NA EXIT CAPACITY: BASEMENT, 2ND & 3RD FLOORS ARE SERVED BY 2 EXIT STAIRS WITH AN AGGREGATE WIDTH OF 2200MM/9.2MM PER PERSON = 239/FLOOR. THE MAIN FLOOR HAS ADDITION EXIT DOORS AT VESTIBULE 100. THE EXIT CAPACITY EXCEEDS THE PLANNED OCCUPANT LOAD no change no change no change no change no change Project Area: 1981m2 (renovation) 17.7m2 (addition) References are to Division B unless noted [A] for Division A or [C] for Division C MAJOR OCCUPANCY(S): 100 1981 0 698 0 Group C (Levels 1-3); Subsiduary Group A (Basement Level) Existing floors 2-3 provide 1HR FRR (unchanged); Basement provide 1HR FRR (unchanged) *88 Residents 12 Staff * Note: Occupant load indicated above is provided as the basis of staff/resident wc fixture calcs. see item 20 for maximum occupant load based on exit width Dining Hall B101 Walk-In Cooler B105 Storage B106 Lounge B100 Kitchen B104 Stair 2 S102 Stair 1 S101 Workshop B108 Staff B109 Counselling B112 Rotonda B111 Storage B114 Courtyard B000 EXIT Storage B107 Receiving/Storage B103 Hall B117 Staff Lounge B116 Staff Change B116A Washroom B115 tr a ve l dis ta n c e 20m occupancy 100 (max 239) IT/ Electrical Room B110 Sprinkler Room B113 occupancy 18 travel distance 16.6m travel distance 16.6m trav el distance 12.4m occupancy 2 travel di stance 11.4m trav e l d is t anc e 14m occupancy 1 travel distance 17.1m travel distance 16.1m Stair 1 S101 Waiting Area 100A Universal WC 105 Lounge 112 Washroom 111 Wellness Room 113 Suite 1 115 Suite 2 116 Suite 3 118 Suite 4 119 Storage 123 Universal Suite 121 Laundry 122 Corridor 114 Staff 109 Staff 108 Vestibule 100 occupancy 2 occupancy 3 travel distance 23m travel distance 16.3m occupancy 2 occupancy 3 travel distance 23m travel distance 16.3m occupancy 2 trave l distance 15.4m occupancy 2 travel distance 27m occupancy 15 travel dista nce 20.6m occupancy 25 travel distance 20.6m occupancy 12 occupancy 4 occupancy 2 occupancy 4 travel distance 13.2m travel distance 25.7m Stair 2 S102 travel distance 12.2m Program/Staff Room 205 Suite 2 206 Suite 3 207 Suite 4 208 Suite 5 209 Suite 6 210 Suite 7 211 Program/Staff Room 202 Corridor 201 Suite 8 212 Stair 1 S101 occupancy 4 travel distance 1 3m t ravel dis tanc e 8 .5m travel distance 10.8m occupancy 5 travel distance 14.7m occupancy 3 travel distance 16m occupancy 5 travel dis tance 20.4m occupancy 5 occupancy 5 travel dist ance 18.7m tr avel distance 17.5m occupancy 5 occupancy 5 occupancy 3 travel distance 20.4m travel distance 18.7m travel distance 14.5m Suite 1 204 Stair 2 S102 Program Room 303 Laundry/Storage 304 Suite 1 305 Suite 2 306 Suite 3 307 Suite 4 308 Suite 5 309 Suite 6 310 Suite 7 311 Suite 8 312 ? ? Suite 9 313 Suite 10 314 Suite 11 315 Suite 12 316 Suite 13 317 Suite 14 318 Suite 15 319 Staff 302 Staff WC 301 Corridor 300 Stair 1 S101 Stair 2 S102 occupancy 3 occupancy 3 occupancy 2 occupancy 3 occupancy 3 occupancy 3 occupancy 3 occupancy 3 occupancy 30 occupancy 2 occupancy 3 occupancy 3 occupancy 3 occupancy 3 occupancy 3 occupancy 3 occupancy 3 travel dis tance 6.9m travel distance 13.5m travel distance 13.8m travel distance 16.3m travel distance 10.6m travel distance 14.8m travel distance 17.2m travel distance 12.2m travel distance 23.6m travel distance 19.8m travel distance 25.4m travel distance 20m travel distance 17.9m travel distance 21.8m travel distance 16.5m travel distance 12.7m travel distance 14.4m travel distance 97.7m General Notes 1. Site visit is required by General Contractor to verify site conditions. Contact Architect for 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 degrees unless 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 area of work. Prepare existing surfaces as required to receive new finishes. 7. The General Contractor shall be responsible for all mechanical, electrical and plumbing work. The General Contractor shall be responsible for all chases, openings (including scanning/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 exit corriors, etc). Remove garbage and clean daily and as required. At the completion of the job, the General Contractor shall remove all protective materials and arrange for a professional 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 by Owner as applicable (eg. furniture installers, IT sub-trades etc.) 10. The General Contractor shall be responsible for scheduling the trades identiied in item 10, 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. Life Safety Plan Legend Travel Distance Max Allowable = 45m FHC Fire Hose Cabinet 1HR FRR Phase 1 scope of work Phase 2 scope of work Sheet List Sheet Number Sheet Name ARCHITECTURAL A0.0 OBC Matrix, Life Safety Plan, Site Plan A0.1 Construction Phasing Diagrams & Requirements A0.2 Schedules A1.0 Demolition Plans A1.1 Demolition Roof Plan & RCPs A1.2 Proposed Plan - Basement A1.3 Proposed Plan - Level 01 A1.4 Proposed Plan - Level 02, Level 03 A1.5 Proposed RCPs - Basement, Level 01 A1.6 Proposed RCPs - Level 02, Level 03 A2.0 Elevations A2.1 Elevations A3.0 Partial Plans A3.1 Interior Elevations & Details A3.2 Section Details A4.0 Roof Plans A4.1 Exterior Plan & Sections A4.2 Courtyard, Canopy & Guardrail Details A4.3 Waste Storage & Roofing Details CIVIL C1.1 Existing Conditions and Removals Plan C2.1 Site Grading and Servicing Plan C2.2 Notes Plan STRUCTURAL S0.1 Structural General Notes S0.2 Structural General Notes S1.1 Foundation and Basement Level Renovation Plan S1.2 Ground Floor Framing and Renovation Plan S1.3 Lower Roof Plan S2.1 Podium Deck Waterproofing Demolition Plan S2.2 Podium Deck Waterproofing Reinstatement Plan S3.1 Sections and Details S3.2 Sections and Details S3.3 Sections and Details S3.4 Sections and Details MECHANICAL M-0.0 Cover Sheet M-0.0A Mechanical Specification M-0.0B Mechanical Specification M-0.0C Mechanical Specification M-0.0D Mechanical Specification M-0.0E Mechanical Specification M-0.0F Mechanical Specification M-0.1A Basement HVAC Demolition M-0.1B Basement Plumbing Demolition M-0.2A Level 01 - HVAC Demolition M-0.2B Level 01 - Plumbing Demolition M-0.3 Level 02 - Mechanical Demolition M-0.4 Level 03 Mechanical Demolition M-0.5 Penthouse Mechanical Room & Roof - Mechanical Demolition M-1.1 Basement - New HVAC Plan M-1.1A Basement - New HVAC Plan M-1.2 Level 01 - New HVAC Plan M-1.3 Level 02 - New HVAC Plan M-1.4 Level 03 - New HVAC Plan M-1.5 Lower Roof - New HVAC Plan M-1.6 Upper Roof - New HVAC Plan M-2.1 Basement - New Plumbing and Drainage Plan M-2.2 Level 01 - New Plumbing and Drainage Plan M-2.3 Level 02 - New Plumbing and Drainage Plan M-2.4 Level 03 - New Plumbing and Drainage Plan M-3.1 Basement - Sprinkler Layout M-3.2 Floor Plan - Fire Protection Layout M-4.1 Enlarge Plan - Basement Kitchen (HVAC) M-4.2 Enlarge Plan - Basement Kitchen (Plumbing & Drainage) M-4.3 Enlarge Plan - Typical Suites M-5.1 Domestic Water Piping Schematic M-5.2 Schematic & Riser Diagram M-5.3 Boiler Schematic M-5.4 Controls Schematics M-6.1 Schedules M-6.2 Schedules M-6.3 Schedules M-7.1 Details ELECTRICAL E-0 Title Page E-1A Electrical Specification E-1B Legend and General Notes E-2A Basement Floor Plan - Electrical Demolition Layout E-2B Level 01 Floor Plan - Electrical Demolition Layout E-2C Level 02 and Level 03 Floor Plans - Electrical Demolition Layout E-2D Penthouse Mechanical and Upper Roof Plan - Electrical Demolition Layout E-3A Basement Floor Plan - New Power Layout E-3B Basement Kitchen Floor Plan - New Power Layout E-3C-1 Level 01 Floor Plan - New Power Layout E-3C-2 Level 01 Floor Plan - New Power Layout E-3D Level 02 Floor Plan - New Power Layout E-3E Level 03 Floor Plan - New Power Layout E-3F Penthouse Mechanical and Upper Roof Plan - New Electrical Layout E-4A Basement Floor Plan - Lighting Layout E-4B New Level 01 Floor Plan - Lighting Layout E-4C New Level 02 and Level 03 Floor Plans - New Lighting Layouts E-5 Electrical Details E-6 Single Line Diagram E-7 Fire Alarm Riser Diagram E-8A Panel Schedules 1 E-8B Panels Schedules 2 KITCHEN K1 Foodservice Equipment Plan & Service List K2 Foodservice Equipment Plan & Service List K3 Foodservice Equipment Details K4 Foodservice Equipment Details K5 Foodservice Equipment Details ENVELOPE R0.1 Building Envelope General Notes R1.1 Site Plan R2.1 West Elevation R2.2 East Elevation R2.3 North Elevation R2.4 South Elevation R3.1 Section and Details LANDSCAPE L1.0 Tree Protection & Removals Plan L2.0 Materials Plan L2.1 Planting Plan L3.0 Landscape Details L3.1 Landscape Details L3.2 Landscape Details L3.3 Landscape Details Project North PROJECT CODE: SCALE: WORKSHOP architecture inc 1157 Davenport Road Toronto Ontario M6H 2G4 T 416.901.8055 F 416.849.0383 www.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 indicated 18_39 A0.0 2671 Islington Ave Renovation 2669 - 2671 Islington Avenue OBC Matrix, Life Safety Plan, Site Plan 2019.08.19 1 : 300 6 Site Plan N.T.S. 1 Context Plan 1 : 200 2 Basement Life Safety 1 : 200 3 Level 1 Life Safety 1 : 200 4 Level 2 Life Safety 1 : 200 5 Level 3 Life Safety Rev Description Date 1 Issued for PPR/ZC 18.11.26 2 Issued for Coordination 18.12.10 3 Pre-SPA Consultation 18.12.12 4 Issued for 50% Costing 18.12.21 5 Issued for Coordination 19.03.07 6 Issued for 75% Costing 19.04.11 7 Issued for Permit/Tender 19.05.31 8 Issued for Tender 19.06.14 12 Issued for Construction 19.10.18

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1 2 3 4 5 6 7 8 9 10

11 12

UP

UP

UP

UP

UP

ISLINGTON AVENUE

WAR

DLA

W C

RES

CEN

T

2669-2671 Islington AvenueExisting 3-storey building

3.2.2.44 Group C, Up to 4 Storeys, Non-Combustible Construction

Loading Dock Type 'G'4m x 13m

EXIT

EXITEXIT

Existing 1-storey building

ExistingTransformer

Fire hydrant(E)

ExistingSiamese Connection

courtyard below

Refer to landscape plans for

modifications to West Plaza

waste material storageaddition

EXIT

3370

rear

set

back

2202

8

5220

8 pr

oper

ty d

imen

sion

45720 property dimension

5286

0 pr

oper

ty d

imen

sion

side setback

2675

R 45

000

8897

6213

2700

6000

Islington AvenueW

ardl

aw C

r esc

ent

B ar k

win

Dri v

e

Existing buildings

Site Plan Legend

Landscaping

Hardsurface

Property line

Existing Fire Hydrant

Entrance/Exit

FenceNA

TOTALTOTAL

WORKSHOP ARCHITECTURE1157 DAVENPORT ROAD Toronto, ON M6H 2G4tel. 416.901.8055 fax 416.849.0383

2669-2971 Islington AveEtobicoke, ON M9V 2X6

Islington Shelter

NUMBER OF STREETS / FIRE FIGHTER ACCESS 2 (EXISTING UNCHANGED)

NEWNEW

NO CHANGE

NO CHANGE

COMBUSTIBLEPERMITTED

NON-COMBUSTIBLEREQUIRED

BOTH13

FRR OF SUPPORTING MEMBERS

M.SQ./PERSON

HOURSHOURSHOURS

HORIZONTAL ASSEMBLIESFRR (HOURS)

OCCUPANCY

COMBUSTIBLE

HAZARDOUS SUBSTANCES17 YESREQUIRED

FIRERESISTANCE

RATING(FRR)

18

MEZZANINEROOF

FLOORS

BARRIER-FREE DESIGN

OCCUPANT LOAD BASED ON

MEZZANINE(S) AREA M²

ACTUAL CONSTRUCTION

16

1514

YES

3.2.1.1.(3)-(8)

3.2.2.20-.83 & 3.2.1.43.3.1.2. & 3.3.1.19NO

LISTED DESIGN NO.OR DESCRIPTION (SG-2)

LISTED DESIGN NO.OR DESCRIPTION (SG-2)

DESIGN OF BUILDING

NON-COMBUSTIBLE

NO (EXPLAIN)

LOAD

3.8

PERSONS

BOTH

3.1.17

9.10.1.3(4)

9.10.99.10.8

9.10.4.19.9.1.3

9.5.2

ONTARIO'S 2012 BUILDING CODE DATA MATRIX PARTS 3 & 9

CHANGE OF USE

FIRM NAME:

ITEM

7 BUILDING CLASSIFICATION

CONSTRUCTION RESTRICTIONSHIGH BUILDING

FIRE ALARM REQUIREDSTANDPIPE REQUIRED

WATER/SERVICE/SUPPLY IS ADEQUATE

SPRINKLER SYSTEM (EXISTING)

1112

910

8

BUILDING AREA (M²)

PROJECT DESCRIPTION:

NUMBER OF STOREYSGROSS AREA

56

432

1

ABOVE GRADE

EXISTINGEXISTING

LOCATION:

NAME OF PROJECT:OBC REFERENCE

3.2.5.7

3.2.2.20-.833.2.2.20-.83

3.2.2.20-.83

1.4.1.2.[A]3.1.2.1(1)

PART 3

1.4.1.2 [A] & 3.2.1.1.3.2.2.10 & 3.2.5

3.2.1.53.2.2.17

ENTIRE BUILDING

NOT REQUIRED

IN LIEU OF ROOF RATINGBASEMENT

YESYES

NONO

YESYES

NONO

3.2.6

3.2.93.2.4

BELOW GRADE

NEW

ALTERATIONADDITION 11.1 TO 11.4

PART 111.1.2. [A]

9.10.2.

9.10.6N/AN/A9.10.18N/A

9.10.8.2.

9.10.20

9.10.1.31.1.2 [A] &

9.10.21.4.1.2.[A]

PART 9

1.4.1.2.[A] 1.4.1.2.[A]1.4.1.2 [A]&9.10.4

SELECTED COMPARTMENTS

SELECTED FLOOR AREASINDEX INDEX

HOURSHOURSHOURSMEZZANINE

ROOFFLOORS

19 SPATIAL SEPARATION - CONSTRUCTION OF EXTERIOR WALLS 3.2.3 9.10.14

20 OTHER-DESCRIBE

3.2.2.44

3 1

1HR

NA

NANA

EXIT CAPACITY: BASEMENT, 2ND & 3RD FLOORS ARE SERVED BY 2 EXIT STAIRS WITH AN AGGREGATE WIDTH OF 2200MM/9.2MM PER PERSON = 239/FLOOR. THE MAIN FLOOR HAS ADDITION EXIT DOORS AT VESTIBULE 100. THE EXIT CAPACITY EXCEEDS THE PLANNED OCCUPANT LOAD

no changeno change

no change

no changeno change

Project Area: 1981m2 (renovation) 17.7m2 (addition) References are to Division B unless noted

[A] for Division A or [C] for Division C

MAJOR OCCUPANCY(S):

100

1981 0698 0

Group C (Levels 1-3); Subsiduary Group A (Basement Level)

Existing floors 2-3 provide 1HR FRR (unchanged); Basement provide 1HR FRR (unchanged)

*88 Residents12 Staff

* Note: Occupant load indicated above is provided as the basis of staff/resident wc fixture calcs. see item 20 for maximum occupant load based on exit width

Dining HallB101

Walk-InCooler

B105

StorageB106

LoungeB100

KitchenB104

Stair 2S102

Stair 1S101

WorkshopB108

StaffB109

CounsellingB112

RotondaB111

StorageB114

CourtyardB000

EXIT

StorageB107

Receiving/StorageB103

HallB117

Staff LoungeB116

Staff ChangeB116A

WashroomB115

travel distance 20m

occupancy 100(max 239)

IT/ ElectricalRoom

B110

SprinklerRoom

B113

occupancy 18

trave

l dist

ance

16.

6m

travel distance 16.6m

travel distance 12.4m

occupancy 2

travel distance

11.4m

travel distance 14m

occupancy 1

trave

l dist

ance

17.

1m

travel distance 16.1m

Stair 1S101

Waiting Area100A

Universal WC105

Lounge112

Washroom111

WellnessRoom

113Suite 1

115Suite 2

116

Suite 3118

Suite 4119

Storage123

UniversalSuite

121

Laundry122

Corridor114

Staff109

Staff108Vestibule

100

occupancy 2 occupancy 3

trave

l dist

ance

23m

travel distance 16.3m

occupancy 2 occupancy 3

travel distance 23m travel

distan

ce 16.3m

occupancy 2

travel distance 15.4m

occupancy 2

travel distance 27m

occupancy 15

travel distance 20.6m

occupancy 25

travel distance 20.6m

occupancy 12

occupancy 4

occupancy 2 occupancy 4

trave

l dist

ance

13.

2m

travel distance 25.7m

Stair 2S102

trave

l dis

tanc

e 1

2.2m

Program/StaffRoom

205Suite 2

206Suite 3

207Suite 4

208

Suite 5209

Suite 6210

Suite 7211

Program/StaffRoom

202

Corridor201

Suite 8212

Stair 1S101

occupancy 4

travel distance 13m

travel distance 8.5m

travel distance 10.8m

occupancy 5

trave

l dis

tanc

e 14

.7m

occupancy 3

trave

l dist

ance

16m

occupancy 5

travel distance 20.4m

occupancy 5 occupancy 5

travel distance 18.7m travel distance 17.5m

occupancy 5 occupancy 5 occupancy 3

travel distance 20.4m travel distance 18.7m

trave

l dist

ance

14.5m

Suite 1204 Stair 2

S102

ProgramRoom

303

Laundry/Storage304

Suite 1305

Suite 2306

Suite 3307

Suite 4308

Suite 5309

Suite 6310

Suite 7311

Suite 8312

??

Suite 9313

Suite 10314

Suite 11315

Suite 12316

Suite 13317

Suite 14318

Suite 15319

Staff302

Staff WC301

Corridor300

Stair 1S101

Stair 2S102

occupancy 3 occupancy 3 occupancy 2 occupancy 3 occupancy 3 occupancy 3 occupancy 3 occupancy 3

occupancy 30

occupancy 2 occupancy 3 occupancy 3 occupancy 3 occupancy 3 occupancy 3 occupancy 3 occupancy 3

travel distance 6.9m

travel distance 13.5m

trave

l dist

ance

13.8

m

trave

l dis

tanc

e 16

.3m

travel distance 10.6m

trave

l dist

ance

14.

8m

travel distance 17.2m

trave

l dist

ance

12.2

m

trave

l dist

ance

23.

6m

travel distance 19.8m

trave

l dist

ance

25.

4m

travel distance 20m

trave

l dist

ance

17.

9m

travel distance 21.8m

trave

l dist

ance

16.

5m

travel distance 12.7m

travel distance 14.4m

trave

l dist

ance

97.

7m

General Notes

1. Site visit is required by General Contractor to verify site conditions. Contact Architect for 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 degrees unless 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 area of work. Prepare existing surfaces as required to receive new finishes.

7. The General Contractor shall be responsible for all mechanical, electrical and plumbing work. The General Contractor shall be responsible for all chases, openings (including scanning/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 exit corriors, etc). Remove garbage and clean daily and as required. At the completion of the job, the General Contractor shall remove all protective materials and arrange for a professional 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 by Owner as applicable (eg. furniture installers, IT sub-trades etc.)

10. The General Contractor shall be responsible for scheduling the trades identiied in item 10, 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.

Life Safety Plan Legend

Travel DistanceMax Allowable = 45m

FHC Fire Hose Cabinet

1HR FRR

Phase 1 scope of work

Phase 2 scope of work

Sheet List

SheetNumber Sheet Name

ARCHITECTURALA0.0 OBC Matrix, Life Safety Plan, Site PlanA0.1 Construction Phasing Diagrams & RequirementsA0.2 SchedulesA1.0 Demolition PlansA1.1 Demolition Roof Plan & RCPsA1.2 Proposed Plan - BasementA1.3 Proposed Plan - Level 01A1.4 Proposed Plan - Level 02, Level 03A1.5 Proposed RCPs - Basement, Level 01A1.6 Proposed RCPs - Level 02, Level 03A2.0 ElevationsA2.1 ElevationsA3.0 Partial PlansA3.1 Interior Elevations & DetailsA3.2 Section DetailsA4.0 Roof PlansA4.1 Exterior Plan & SectionsA4.2 Courtyard, Canopy & Guardrail DetailsA4.3 Waste Storage & Roofing DetailsCIVILC1.1 Existing Conditions and Removals PlanC2.1 Site Grading and Servicing PlanC2.2 Notes PlanSTRUCTURALS0.1 Structural General NotesS0.2 Structural General NotesS1.1 Foundation and Basement Level Renovation PlanS1.2 Ground Floor Framing and Renovation PlanS1.3 Lower Roof PlanS2.1 Podium Deck Waterproofing Demolition PlanS2.2 Podium Deck Waterproofing Reinstatement PlanS3.1 Sections and DetailsS3.2 Sections and DetailsS3.3 Sections and DetailsS3.4 Sections and DetailsMECHANICALM-0.0 Cover SheetM-0.0A Mechanical SpecificationM-0.0B Mechanical SpecificationM-0.0C Mechanical SpecificationM-0.0D Mechanical SpecificationM-0.0E Mechanical SpecificationM-0.0F Mechanical SpecificationM-0.1A Basement HVAC DemolitionM-0.1B Basement Plumbing DemolitionM-0.2A Level 01 - HVAC DemolitionM-0.2B Level 01 - Plumbing DemolitionM-0.3 Level 02 - Mechanical DemolitionM-0.4 Level 03 Mechanical DemolitionM-0.5 Penthouse Mechanical Room & Roof - Mechanical

DemolitionM-1.1 Basement - New HVAC PlanM-1.1A Basement - New HVAC PlanM-1.2 Level 01 - New HVAC PlanM-1.3 Level 02 - New HVAC PlanM-1.4 Level 03 - New HVAC PlanM-1.5 Lower Roof - New HVAC PlanM-1.6 Upper Roof - New HVAC PlanM-2.1 Basement - New Plumbing and Drainage PlanM-2.2 Level 01 - New Plumbing and Drainage PlanM-2.3 Level 02 - New Plumbing and Drainage PlanM-2.4 Level 03 - New Plumbing and Drainage PlanM-3.1 Basement - Sprinkler LayoutM-3.2 Floor Plan - Fire Protection LayoutM-4.1 Enlarge Plan - Basement Kitchen (HVAC)M-4.2 Enlarge Plan - Basement Kitchen (Plumbing & Drainage)M-4.3 Enlarge Plan - Typical SuitesM-5.1 Domestic Water Piping SchematicM-5.2 Schematic & Riser DiagramM-5.3 Boiler SchematicM-5.4 Controls SchematicsM-6.1 SchedulesM-6.2 SchedulesM-6.3 SchedulesM-7.1 DetailsELECTRICALE-0 Title PageE-1A Electrical SpecificationE-1B Legend and General NotesE-2A Basement Floor Plan - Electrical Demolition LayoutE-2B Level 01 Floor Plan - Electrical Demolition LayoutE-2C Level 02 and Level 03 Floor Plans - Electrical Demolition

LayoutE-2D Penthouse Mechanical and Upper Roof Plan - Electrical

Demolition LayoutE-3A Basement Floor Plan - New Power LayoutE-3B Basement Kitchen Floor Plan - New Power LayoutE-3C-1 Level 01 Floor Plan - New Power LayoutE-3C-2 Level 01 Floor Plan - New Power LayoutE-3D Level 02 Floor Plan - New Power LayoutE-3E Level 03 Floor Plan - New Power LayoutE-3F Penthouse Mechanical and Upper Roof Plan - New

Electrical LayoutE-4A Basement Floor Plan - Lighting LayoutE-4B New Level 01 Floor Plan - Lighting LayoutE-4C New Level 02 and Level 03 Floor Plans - New Lighting

LayoutsE-5 Electrical DetailsE-6 Single Line DiagramE-7 Fire Alarm Riser DiagramE-8A Panel Schedules 1E-8B Panels Schedules 2KITCHENK1 Foodservice Equipment Plan & Service ListK2 Foodservice Equipment Plan & Service ListK3 Foodservice Equipment DetailsK4 Foodservice Equipment DetailsK5 Foodservice Equipment DetailsENVELOPER0.1 Building Envelope General NotesR1.1 Site PlanR2.1 West ElevationR2.2 East ElevationR2.3 North ElevationR2.4 South ElevationR3.1 Section and DetailsLANDSCAPEL1.0 Tree Protection & Removals PlanL2.0 Materials PlanL2.1 Planting PlanL3.0 Landscape DetailsL3.1 Landscape DetailsL3.2 Landscape DetailsL3.3 Landscape Details

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 indicated18_39

A0.0

2671 Islington Ave Renovation

2669-2671 Islington Avenue

OBC Matrix, Life SafetyPlan, Site Plan

2019.08.19

1 : 3006 Site Plan

N.T.S.1 Context Plan

1 : 2002 Basement Life Safety

1 : 2003 Level 1 Life Safety

1 : 2004 Level 2 Life Safety

1 : 2005 Level 3 Life Safety

Rev Description Date

1 Issued for PPR/ZC 18.11.262 Issued for Coordination 18.12.103 Pre-SPA Consultation 18.12.124 Issued for 50% Costing 18.12.215 Issued for Coordination 19.03.076 Issued for 75% Costing 19.04.117 Issued for Permit/Tender 19.05.318 Issued for Tender 19.06.1412 Issued for Construction 19.10.18

UP

UP

UP

UP

UP

UP

DN

DN

DN

UP

DNUP

DNUP DN

Phase 1 area of work

Phase 2 area of work

Phase 1 area of work

Phase 2 area of work

Phase 1 area of work

Phase 2 area of work

Phase 2 area of work

Phasing Diagram Legend

Phase 1

Phase 2

Covered Area

Covered Area

Uncovered Area

Elevator Cover

Phase 1 area of work

Mechanical Room

Open to below

Phase 1 area of work

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 indicated18_39

A0.1

2671 Islington Ave Renovation

2669-2671 Islington Avenue

Construction PhasingDiagrams & Requirements

2019.08.19

1 : 2001 Phasing Diagram - Basement

1 : 2002 Phasing Diagram - Level 01

1 : 2003 Phasing Diagram - Level 02

1 : 2004 Phasing Diagram - Level 03

1 : 2005 Phasing Diagram - Lower Roof

1 : 2006 Phasing Diagram - Upper Roof

Phasing Notes

Phasing diagrams are intended to provide an overview of operational requirements only - detailed sequencing and scheduling of work is the responsibility of the Constructor.

The building will be occupied throughout all stages of the work. Residents will be living in 3rd floor suites during Phase 1 of the Work. Upon completion of Phase 1, residents will relocate into newly completed main floor/2nd floor suites prior to commencing Phase 2 work.

Obtaining all inspection/verification documents necessary for Occupancy at the conclusion of both Phase 1 and Phase 2 shall be included in base contract price.

Contractor shall confine their Work in order minimize impacts on normal operations of the building to the greatest extent possible.

Contractor shall maintain access to exits, complete with temporary signage, in accordance with specification section 01 35 00 and to the satisfaction of the Fire Inspector.

Temporary dust tight partitions/rigid hoarding shall be provided to separate the Work from the remainder of the building, complete with temporary access doors where required. Exact partition locations to be agreed with the Owner prior to being erected. Refer also to specification 01 35 00. Existing building finishes to be protected in accordance with specification 01 50 00.

Basement level kitchen/lounge areas to remain operational for the greatest duration possible. Minimum 2 weeks notice required prior to commencing work in the kitchen.

Rev Description Date

5 Issued for Coordination 19.03.076 Issued for 75% Costing 19.04.117 Issued for Permit/Tender 19.05.318 Issued for Tender 19.06.1412 Issued for Construction 19.10.18

Materials Legend

ACT Acoustic Ceiling TileCMU Concrete Masonry (Painted)CICS Continuous Insulation Cladding

SystemEPO Epoxy EXIST ExistingEXP ExposedFRP Fiberglass Reinforced Panel GWB Gypsum Wallboard (Painted)PAV Concrete PaversPOR Porcelain TilePRG Concrete PargingPLAM Plastic LaminatePT Paint FinishPV Paving Stones RB Rubber BaseRES Resilient FlooringSCW Solid Core WoodSOL Solid SurfaceSP Solid Phenolic Toilet PartitionsSS Stainless SteelTGL Tempered Glass

NOTE: All glazing to be tempered in non-rated openings Provide clear and wireless ceramic tempered glass at rated openingsNOTE: All HM frames to be 2" profile

Door A Door C (existing door and hardare to remain)

Door B Door EDoor D Door F

Door Types and Frames

Door G (new undercut in existing door)

Door HCustom Gate

Door J

1 LAYER 16mm TYPE X GYPSUM WALLBOARD92mm (3 5/8") STEEL STUDSACOUSTICAL FIRE BATT INSULATION1 LAYER 16mm TYPE X GYPSUM WALLBOARDFINISHES AS SCHEDULEDTO U/S OF SLAB UNLESS NOTED OTHERWISE

CAPABLE OF ACHIEVING 1HR FRR WHERE INDICATED PER ULC W453

PW1

ASSEMBLY SCHEDULE

1. CEMENT BOARD SUBSTRATE TO BE PROVIDED THROUGHOUT ALL WASHROOM/SHOWER AREAS AND AT ALL LOCATIONS SCHEDULED TO RECIEVE FULL HEIGHT FRP FINISH - REFER TO SPECIFICATION 09 25 00

2. PROVIDE ABUSE RESISTANT DRYWALL TO 1200MM AFF AT ALL NEW PARTITIONS NOT OTHERWISE SCHEDULED TO RECEIVE FRP TRIM

3. PROVIDE CONTINUOUS PLYWOOD BLOCKING BEHIND ALL MILLWORK CABINETS, SUSPENDED ITEMS, TELEVISIONS ETC.

4. REFER TO DRAWINGS/DETAILS FOR TERMINATION HEIGHT OF PARTITIONS. ASSUME TERMINATION AT U/S DECK UNLESS NOTED OTHERWISE.

5. PROVIDE FIRE RESISTANCE RATINGS AS INDICATED ON DRAWINGS

INTERIOR PARTITIONS

ALUMINUM CURTAIN WALL EW1

EXTERIOR WALL

PARAPET INFILL WALLFACING BLOCK (SPEC 042200)25mm AIR SPACE25mm RIGID INSULATIONAIR/VAPOUR BARRIER (SPEC 07550)WOOD FRAMING W/ PLYWOOD SHEATHING EA SIDETO MATCH EXIST CONCRETE UPSTAND

EW3

ROOF R1

ROOF MEMBRANE (SPEC 075500)ASPHALT IMPREGNATED OVERLAY BOARD (SPEC 075500)TAPERED INSULATION TO MAKE UP 2% SLOPE150mm CONTINUOUS RIGID INSULATION (SPEC 075500)AIR VAPOUR BARRIER (SPEC 075500)EXISTING ROOF SLAB/DECK

ROOF R2

ROOF MEMBRANE (SPEC 07550)ASPHALT IMPREGNATED OVERLAY BOARD (SPEC 07550)TAPERED INSULATION TO MAKE UP 2% SLOPE50mm CONTINUOUS RIGID INSULATION (SPEC 07550)AIR VAPOUR BARRIER (SPEC 07550)EXISTING ROOF DECK

Upper Portion 7/8" (22mm) CORRUGATED METAL CLADDING (SPEC 074100)50mm CONTINUOUS RIGID INSULATION - R5.7/INCH (SPEC 074100)75mm Z-GIRTSAIR/VAPOUR BARRIER (SPEC 074100)190mm CONCRETE BLOCK

Lower Portion (up to 900mm AFF) 90mm FACING BRICK (SPEC 042200)25mm AIR SPACE50mm CONTINUOUS RIGID INSULATION - R5.7/INCH (SPEC 074100)AIR/VAPOUR BARRIER (SPEC 074100)190mm CONCRETE BLOCK

EW2

PW1a AS ABOVE WITH 150mm (6") STEEL STUDS

1 LAYER 15.9MM (5/8") TYPE X GYPSUM WALLBOARD150MM (3 5/8") STEEL STUDSACOUSTICAL FIRE BATT INSULATIONFINISHES AS SCHEDULEDTO U/S OF SLAB UNLESS NOTED OTHERWISE

FW1

1 LAYER 12.7MM (1/2") SHEETROCK FIRECODE C CORE PANELS, JOINTS FINISHED64MM (2 1/2") CGC C-H STUDS 0.5MM (25 GAUGE) 610MM (24") O.C.25.4MM (1") SHEETROCK GYPSUM LINER PANELSTO U/S OF SLAB UNLESS NOTED OTHERWISE

CAPABLE OF ACHIEVING 2HR FRR AS PER ULC DES W452, SYSTEM B

SH1

ROOF R3

ROOF MEMBRANE (SPEC 075500)TAPERED RIGID INSULATION (SPEC 075500)DECK SHEATHING (SPEC 075500)METAL ROOF DECKSTRUCTURAL SUPPORT (See Stuctural)SECONDARY COLD-FORMED STEEL SUPPORTSFIBRE REINFORCED CEMENTITIOUS CLADDING PANELS (SPEC 074500)

ROOF R4

STANDING SEAM METAL ROOF (SPEC 074100)50mm CONTINUOUS RIGID INSULATION (SPEC 074100)13mm SHEETROCK GYPSUM PANELSMETAL ROOF DECKSTRUCTURAL SUPPORT (See Structural)RESILIENT CHANNELS @ 400mm O.C.1 LAYER 15.9MM (5/8") SHEETROCK FIRECODE C CORE PANELS, JOINTS FINISHED

CAPABLE OF ACHIEVING 1HR FRR AS PER ULC DES P521

CONTINUOUS INSULATION CLADDING SYSTEM (SPEC 072400)AIR/VAPOUR BARRIER (SPEC 072400)EXISTING REINFORCED CONCRETE WALL152mm (6") STEEL STUDSCONTINUOUS VAPOUR BARRIER1 LAYER 16mm TYPE X GYPSUM WALLBOARD

EW4

SHAFT WALL

900

1 LAYER 15.9MM (5/8") TYPE X GYPSUM WALLBOARD92MM (6") STEEL STUDSFINISHES AS SCHEDULEDTO U/S OF SLAB UNLESS NOTED OTHERWISE

FW2

EW4a CONTINUOUS INSULATION CLADDING SYSTEM (SPEC 072400)AIR/VAPOUR BARRIER (SPEC 072400)EXISTING REINFORCED CONCRETE / BRICK WALL

PW2 200mm (8") CMU PARTITION

2 LAYERS 15.9MM (5/8") TYPE X GYPSUM WALLBOARD150MM (3 5/8") STEEL STUDSACOUSTICAL FIRE BATT INSULATIONFINISHES AS SCHEDULEDTO U/S OF SLAB UNLESS NOTED OTHERWISE

FW3

Clear Opening

1016

1029 89Door pull as specified

Door Panel Size

1118Closed Position

Open Position

Clear Space

914

Wall as scheduled

Wall as scheduled

51 51

L1

Louvre Schedule

800

1050

300

300

L2 L3

450

450

L4

600

450

*Refer to mechanical

Type 1a Type 1b

1aCopy: To be providedStyle: Helvetica mediumSize: 76mm high x 300mm wideMaterial: 3 mm laminated, engraved Gravoply with brailleFinish: White letters, numbers on Benjamin Moore Jet Black 2120-10 backgroundMounting: Tamper-proof hardware

300

76 ROOM NAME 25

Braille

300

100 ROOM NAME

SECOND LINE

8 8

55000

Type 2a

152

8 152

Washroom

10

1bCopy: To be providedStyle: Helvetica mediumSize: 100mm high x 300mm wideMaterial: 3 mm laminated, engraved Gravoply with brailleFinish: White letters, numbers on Benjamin Moore Jet Black 2120-10 backgroundMounting: Tamper-proof hardware

2Copy: To be providedStyle: Helvetica mediumSize: 152mm high x 152mm wideMaterial: 3 mm laminated, engraved Gravoply with brailleFinish: White letters, numbers on Benjamin Moore Jet Black 2120-10 backgroundMounting: Tamper-proof hardware

Type 2b

95

CountType 1: 75Type 2: 4

Washroom

Interior Signage Schedule

80 220 80 220

000

T/O Finished Floor

1370

Sinage

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 indicated18_39

A0.2

2671 Islington Ave Renovation

2669-2671 Islington Avenue

Schedules

2019.08.19

Room Finish Schedule

Room No. Room Name Wall Finish Floor Finish Base Finish Ceiling Finish Comments100 Vestibule EXIST EXIST - EXIST100A Waiting Area EXIST EXIST - EXIST102 Community Room GWB RES2 RB ACT102a Community Kitchen FRP/SOL RES2 RB GWB Solid Surface backsplash as indicated102b Storage EXIST/GWB RES2 RB ACT103 Reception GWB RES RB ACT104 Intake Room FRP EPO EPO GWB FRP to full height, all walls105 Universal WC FRP EPO EPO ACT FRP to full height, all walls106 BF WC FRP EPO EPO ACT/FRP FRP to full height, all walls107 Admin GWB RES RB ACT107b IT Closet GWB RES RB ACT108 Staff GWB RES RB ACT109 Staff GWB RES RB ACT110 Corridor GWB/EXIST EXIST/POR EXIST/POR EXIST Porcelain tile patch floor/base as indicated111 Washroom FRP EPO EPO GWB112 Lounge GWB RES2 RB GWB/ACT113 Wellness Room GWB RES2 RB ACT114 Corridor GWB RES2 RB ACT115 Suite 1 GWB RES RB GWB/EXP Paint exposed concrete ceiling116 Suite 2 GWB RES RB GWB/EXP Paint exposed concrete ceiling117 Shared WC FRP EPO EPO FRP/GWB FRP to full height, all walls118 Suite 3 GWB RES RB GWB/EXP Paint exposed concrete ceiling119 Suite 4 GWB RES RB GWB/EXP Paint exposed concrete ceiling120 Shared WC FRP EPO EPO FRP/GWB FRP to full height, all walls121 Universal Suite GWB RES RB GWB/EXP121A Universal WC FRP EPO EPO FRP/GWB FRP to full height, all walls122 Laundry FRP EPO EPO ACT123 Storage GWB EPO EPO ACT200 Waiting Area GWB EXIST EXIST/POR GWB Patch POP floor/base to suit new layout201 Corridor GWB EXIST/POR EXIST/POR ACT POP floor tile/base at suite entry202 Program/Staff Room GWB RES RB ACT203 Janitor FRP/SS EPO EPO EXP FRP to 2400 A.F.F, North/West/South walls204 Suite 1 GWB RES RB GWB/EXP Paint exposed concrete ceiling204A Washroom FRP EPO EPO FRP/GWB FRP to full height, all walls205 Program/Staff Room GWB RES RB GWB206 Suite 2 GWB RES RB GWB/EXP Paint exposed concrete ceiling206A Washroom FRP EPO EPO FRP/GWB FRP to full height, all walls207 Suite 3 GWB RES RB GWB/EXP Paint exposed concrete ceiling207A Washroom FRP EPO EPO FRP/GWB FRP to full height, all walls208 Suite 4 GWB RES RB GWB/EXP Paint exposed concrete ceiling208A Washroom FRP EPO EPO FRP/GWB FRP to full height, all walls209 Suite 5 GWB RES RB GWB/EXP Paint exposed concrete ceiling209A Washroom FRP EPO EPO FRP/GWB FRP to full height, all walls210 Suite 6 GWB RES RB GWB/EXP Paint exposed concrete ceiling210A Washroom FRP EPO EPO FRP/GWB FRP to full height, all walls211 Suite 7 GWB RES RB GWB/EXP Paint exposed concrete ceiling211A Washroom FRP EPO EPO FRP/GWB FRP to full height, all walls212 Suite 8 GWB RES RB GWB/EXP Paint exposed concrete ceiling212A Washroom FRP EPO EPO FRP/GWB FRP to full height, all walls300 Corridor GWB EXIST EXIST ACT Paint existing walls/doors/frames301 Staff WC GWB EXIST EXIST EXIST Paint existing walls/doors/frames302 Staff EXIST EXIST EXIST EXIST Paint existing walls/doors/frames303 Program Room EXIST EXIST EXIST /GWB Reinstate GWB ceiling as req'd. Paint

existing walls/ceiling/doors/frames304 Laundry/Storage EXIST EPO EXIST ACT Paint existing walls/doors/frames305 Suite 1 EXIST EXIST - EXIST/GWB GWB bulkhead as indicated305A Washroom FRP EPO EPO GWB306 Suite 2 EXIST EXIST - EXIST/GWB GWB bulkhead as indicated306A Washroom FRP EPO EPO FRP/GWB307 Suite 3 EXIST EXIST - EXIST/GWB GWB bulkhead as indicated307A WC FRP EPO EPO FRP/GWB308 Suite 4 EXIST EXIST - EXIST/GWB GWB bulkhead as indicated308A Washroom FRP EPO EPO FRP/GWB309 Suite 5 EXIST EXIST - EXIST/GWB GWB bulkhead as indicated309A Washroom FRP EPO EPO FRP/GWB310 Suite 6 EXIST EXIST - EXIST/GWB GWB bulkhead as indicated310A Washroom FRP EPO EPO FRP/GWB311 Suite 7 EXIST EXIST - EXIST/GWB GWB bulkhead as indicated311A Washroom FRP EPO EPO FRP/GWB312 Suite 8 EXIST EXIST - EXIST/GWB GWB bulkhead as indicated312A Washroom FRP EPO EPO FRP/GWB313 Suite 9 EXIST EXIST - EXIST/GWB GWB bulkhead as indicated313A Washroom FRP EPO EPO FRP/GWB314 Suite 10 EXIST EXIST - EXIST/GWB GWB bulkhead as indicated314A Washroom FRP EPO EPO FRP/GWB315 Suite 11 EXIST EXIST - EXIST/GWB GWB bulkhead as indicated315A Washroom FRP EPO EPO FRP/GWB316 Suite 12 EXIST EXIST - EXIST/GWB GWB bulkhead as indicated316A Washroom FRP EPO EPO FRP/GWB317 Suite 13 EXIST EXIST - FRP/GWB GWB bulkhead as indicated317A Washroom FRP EPO EPO FRP/GWB318 Suite 14 EXIST EXIST - EXIST/GWB GWB bulkhead as indicated318A Washroom FRP EPO EPO FRP/GWB319 Suite 15 EXIST EXIST - EXIST/GWB GWB bulkhead as indicated319A Washroom FRP EPO EPO FRP/GWB320 Janitor's Closet FRP/SS EPO EPO EXISTB000 Courtyard EXP PAV - - Soffit at canopy - see detailsB001 Loading Area EXP PAV - -B100 Lounge EXIST EXIST/POR EXIST/POR EXIST Patch/repairB101 Dining Hall EXIST EXIST/POR EXIST/POR GWB/ACT Porcelain floor tile/base as indicatedB102 Vestibule GWB EPO RB ACTB103 Receiving/Storage GWB EPO RB ACTB104 Kitchen FRP EPO EPO ACT2 FRP to full height, all wallsB104A Office GWB EPO EPO ACTB104B Storage GWB EPO EPO ACTB105 Walk-In Cooler - - - -B106 Storage EXIST EXIST EXIST EXISTB107 Storage EXIST EXIST EXIST EXISTB108 Workshop EXIST EXIST EXIST EXISTB109 Staff GWB/EXIST EXIST EXIST EXIST Paint existing walls/doors/framesB110 IT/ Electrical Room EXIST EXIST EXIST EXISTB111 Rotonda EXIST EXIST EXIST EXIST Paint existing walls/doors/framesB112 Counselling GWB/EXIST EXIST EXIST EXIST/GWB Paint existing walls/doors/framesB113 Sprinkler Room EXIST EXIST EXIST EXISTB114 Storage EXIST EXIST EXIST EXISTB115 Washroom FRP EPO EPO GWBB116 Staff Lounge GWB RES RB ACT FRP at millwork backsplashB116A Staff Change GWB RES RB ACTB116B Staff Washroom GWB RES RB GWBB116C Staff Shower FRP EPO EPO FRPB116D Storage EXIST/GWB RES RB ACTB117 Hall EXIST EXIST EXIST ACT Paint existing walls/doors/framesB118 Elevator Room EXIST EXIST EXIST EXISTB119 Mechanical Room EXIST EXIST EXIST EXISTB121 Waste Storage CMU EPO2 - GWB Paint existing walls/doors/framesS101 Stair 1 EXIST EXIST - EXIST Paint existing walls/doors/framesS102 Stair 2 EXIST EXIST - EXIST

Door Schedule

Door No.TypeMark Height Width

DoorMat'l Finish

FrameMateri

alFrame

Fin. FRR CommentsD102 D 2134 1829 HM PT HM PT 45minD102b A 2134 965 HM PT HM PTD103 A 2134 965 HM PT HM PTD104 A 2134 965 HM PT HM PTD104a A 2134 965 HM PT HM PTD105 A 2134 965 HM PT HM PT Power door operatorD106 A 2134 965 HM PT HM PTD107 A 2134 965 HM PT HM PTD107a A 2134 965 HM PT HM PTD107b A 2134 914 HM PT HM PTD108 B 2134 965 HM PT HM PTD109 B 2134 965 HM PT HM PTD109a A 2134 965 HM PT HM PTD111 A 2134 965 HM PT HM PTD112a B 2134 965 HM PT HM PTD113 A 2134 965 HM PT HM PTD115 A 2134 965 HM PT HM PT 45minD115a A 2134 965 HM PT HM PTD116 A 2134 965 HM PT HM PT 45minD116a A 2134 965 HM PT HM PTD118 A 2134 965 HM PT HM PT 45minD118a A 2134 965 HM PT HM PTD119 A 2134 965 HM PT HM PT 45minD119a A 2134 965 HM PT HM PTD120 A 2134 965 HM PT HM PT 45min Power door operatorD121A A 2134 965 HM PT HM PT Power door operatorD122 B 2134 965 HM PT HM PT 45minD123 A 2134 965 HM PT HM PT 45minD201 B 2134 965 HM PT HM PT 45min Refer to Electrical for automatic door openerD202 B 2134 965 HM PT HM PT 45minD202a B 2134 965 HM PT HM PT 45minD203 B 2134 965 HM PT HM PT 45minD204 A 2134 965 HM PT HM PT 45minD204A A 2134 965 HM PT HM PTD205 B 2134 965 HM PT HM PT 45minD205A A 2134 711 HM PT HM PT New door in existing frame. Site verify door width and heightD206 A 2134 965 HM PT HM PT 45minD206A A 2134 965 HM PT HM PTD207 A 2134 965 HM PT HM PT 45minD207A A 2134 965 HM PT HM PTD208 A 2134 965 HM PT HM PT 45minD208A A 2134 965 HM PT HM PTD209 A 2134 965 HM PT HM PT 45minD209A A 2134 965 HM PT HM PTD210 A 2134 965 HM PT HM PT 45minD210A A 2134 965 HM PT HM PTD211 A 2134 965 HM PT HM PT 45minD211A A 2134 965 HM PT HM PTD212 A 2134 965 HM PT HM PT 45minD212A A 2134 965 HM PT HM PTD302 B 2134 965 HM PT HM PTD303 G 2134 1626 EXIST EXIST EXIST EXIST 45min Provide new undercut in existing door - see mechanicalD304 B 2134 965 HM PT HM PT 45minD304a B 2134 965 HM PT HM PT 45minD305A E 2134 1118 SCW PT - - Refer to detail 1 on drawing A0.2D306A E 2134 1118 SCW PT - - Refer to detail 1 on drawing A0.2D307A E 2134 1118 SCW PT - - Refer to detail 1 on drawing A0.2D308A E 2134 1118 SCW PT - - Refer to detail 1 on drawing A0.2D309A E 2134 1118 SCW PT - - Refer to detail 1 on drawing A0.2D310A E 2134 1118 SCW PT - - Refer to detail 1 on drawing A0.2D311A E 2134 1118 SCW PT - - Refer to detail 1 on drawing A0.2D312A E 2134 1118 SCW PT - - Refer to detail 1 on drawing A0.2D313A E 2134 1118 SCW PT - - Refer to detail 1 on drawing A0.2D314A E 2134 1118 SCW PT - - Refer to detail 1 on drawing A0.2D315A E 2134 1118 SCW PT - - Refer to detail 1 on drawing A0.2D316A E 2134 1118 SCW PT - - Refer to detail 1 on drawing A0.2D317A E 2134 1118 SCW PT - - Refer to detail 1 on drawing A0.2D318A E 2134 1118 SCW PT - - Refer to detail 1 on drawing A0.2D319A E 2134 1118 SCW PT - - Refer to detail 1 on drawing A0.2DB000 H 2000 965 Provide door contact for audible alarm with notification at reception deskDB102 A 2134 965 HM PT HM PT 45minDB103 D 2134 1829 HM PT HM PTDB104 A 2134 965 HM PT HM PTDB104a A 2134 762 HM PT HM PTDB104b A 2134 762 HM PT HM PTDB104c A 2134 965 HM PT HM PTDB104d A 2134 965 HM PT HM PTDB104e J 1829 4081 Refer to Electrical for automatic door openerDB115 A 2134 965 HM PT HM PT 45minDB116 A 2134 965 HM PT HM PT 45minDB116A A 2134 965 HM PT HM PTDB116B A 2134 965 HM PT HM PTDB116C A 2134 965 HM PT HM PTDB116D A 2134 965 HM PT HM PTDB121A G 2134 3048DS102 A 2320 965 HM PT HM PT 45minDS102a A 2134 965 HM PT HM PT 45minED100A F 2407 1803 EXIST EXIST EXIST EXIST Power door operatorED100B F 2407 1829 EXIST EXIST EXIST EXIST Power door operatorEDB000a F 2307 1930 AL ALEDB000b F 2307 1930 AL ALEDB121 A 2134 965 HM PT HM PTEDS101 C 2032 965 EXIST EXIST EXIST EXIST Provide door contact for audible alarm with notification at reception desk. Existing door

and hardware to remainEDS102 C 2032 965 EXIST EXIST EXIST EXIST 45min Provide door contact for audible alarm with notification at reception desk. Existing door

and hardware to remain

1 : 201 Detail Plan - Sliding Door 'D'

Rev Description Date

7 Issued for Permit/Tender 19.05.318 Issued for Tender 19.06.1410 Issued for Addendum 01 19.07.2312 Issued for Construction 19.10.18

UP

UP

UP

UP

UP

UP

DN

UP

DN

UP

DN

UP

UP

1 1b2

3 4 5 6

A

B

Bx

C

D

7823 2400 6846 7214 10820 3810

4521

5080

2235

4521

D1

D1

D2

D2

D5

D4

D4

18200

6200

D1

D18

D14

D19

D19

D14

D18

D20

D22

D4

D22

D22

D4

D26

1679 2585 1679 406 1679 2585 1679 11261067

Existing window jamb

Existing column

Existing window jamb

1 1b 2 3

4 5 6

D1

D3

7823 2400 6846 7214 10820 3810

D1

D7

D8

D8

D3

D10

D10

D14

D17

D14

D5

D23

D23

D6

D9

D24

D24

D1

D26

1 1b 2 3 4 5 6

A

B

Bx

C

D

4521

5080

2235

4521

7823 2400 6846 7214 10820 3810

D14

D1

D3

D1

D24

D24

1 1b 2 3 4 5 6

D1

D12

D12

D12 D12

D12

D12 D12

D12 D12D12

7823 2400 6846 7214 10820 3810

D3D13

D13

D16 D16 D16 D16 D16 D16 D16

D16 D16 D16 D16 D16 D16 D16

D21 D21 D21

D21 D21 D21 D21 D21

D21

D21 D21

D21D21D21

D24

D25

D24

D24

Demolition Legend

EXX

Existing element to be demolished

Existing door leaf and frame to be demolished

Approximate extent of flooring to be removed

Existing wall partition system to be demolished

Approximate extent of excavation

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 indicated18_39

A1.0

2671 Islington Ave Renovation

2669-2671 Islington Avenue

Demolition Plans

2019.08.19

1 : 1501 Demolition Plan - Phase 1 - Basement

Demolition Notes

Note DescriptionD1 Demolish partition walls, doors and frames. Make good adjacent surfaces (typ).D2 Demolish all millwork, plumbing, cooking equipment and floor finishes and wall

tile. Salvage existing work tables, utility stands and dish tables - refer to kitchendrawings.

D3 Demolish all millwork, plumbing fixtures, washroom accessories and floor finishes.D4 Saw cut new opening in existing reinforced concrete foundation wall and stud

furring to suit new glazing & doors. Existing concrete wall to remain at glazing sill -refer to elevations. Provide temporary shoring as required - refer also to structural

D5 Crosshatch indicates extent of site excavation required for new ramp and sunkencourtyard configuration. Refer to landscape for extent of removals (typ.) - seestructural

D6 Crosshatch indicates extent of site excavation required to expose existingsuspended slab over Basement rooms B105, B106 & B107. Refer to EnvelopeRemediation drawings for exent of slab repairs and waterproofing.

D7 Demolish existing asphalt paving and base. Prepare surface to receive newpaving. Refer to landscape for extent of removals (typ.)

D8 Demolish curb, sod and hedges. Prepare surface to receive new grass/paving asscheduled. Refer to landscape

D9 Light grey hatch indicates extent of topping slab to be demolished. Refer toEnvelope Remediation drawings for extent of slab repairs and waterproofing

D10 Demolish sod. Relevel surface to accommodate new paving. Refer to landsapefor extent of removals

D12 Demolish door and enlarge opening to accommodate new door.D13 New door opening in GWB wall. Take care not to damage adjacent surfaces.D14 Diagonal hatch indicates approximate extent of flooring to be demolished.

Prepare surface to receive new.D16 Demolish residential grade bathtub, showers and toilets. Selective demolition at

GWB partition to accommodate new fixtures. Demolish existing floor finish andprepare floor to receive new flush curb shower.

D17 Demolish existing paving. Prepare surface to accommodate new - refer tolandscape.

D18 Demolish millwork. Make good adjacent surfaces.D19 Demolish overhead rolling shutter, counter and trims. Infill opening to suit existing

wall.D20 Existing bottle filler to be salvaged and relocatedD21 Demolish GWB at washroom interior - to be reclad w/ tile backer or water resistant

GWB (typ.)D22 Light grey hatch indicates approximate extent of floor slab to be

removed/reinstated to suit new below grade drains - refer to mechanicalD23 Refer to landscape for extent of removals (typ.)D24 Demolish existing shaft wallD25 Demolish plumbing fixture - see mechanicalD26 Remove existing glazed top light above door. Infill with PW1 for continuous fire

rating

1 : 1502 Demolition Plan - Level 01

1 : 1503 Demolition Plan - Level 21 : 1504 Demolition Plan - Phase 2 - Level 03

Rev Description Date

5 Issued for Coordination 19.03.076 Issued for 75% Costing 19.04.117 Issued for Permit/Tender 19.05.318 Issued for Tender 19.06.1412 Issued for Construction 19.10.18

1 1b 2 3 4 5 6

A

B

Bx

C

D

7823 2400 6846 7214 10820 3810

4521

5080

2235

4521

CD2

CD3

CD1

CD1

CD1

1 1b 2 3 4 5 67823 2400 6846 7214 10820 3810

CD1

CD2

1 1b 2 3 4 5 6

A

B

Bx

C

D

7823 2400 6846 7214 10820 3810

4521

5080

2235

4521

CD1

CD1

CD2

1 1b 2 3 4 5 67823 2400 6846 7214 10820 3810

CD1

CD2

CD1 CD1 CD1 CD1 CD1 CD1 CD1 CD1 CD1 CD1 CD1 CD1 CD1 CD1

CD1 CD1 CD1 CD1 CD1 CD1 CD1 CD1 CD1 CD1 CD1 CD1 CD1 CD1 CD1

CD4

1 1b

2

3 4 5 6

A

B

Bx

C

D

4521

5080

2235

4521

7823 2400 6846 7214 10820 3810

RD1

RD1 RD1

Line of sloped metal roof cover to remain above

Line of roof cover above

RD2

RD3

RD1

RD

RD

RD3

RD4

RD6

RD6

RD9

1 1b 2 3 4 5 6

Open to below

RD3

RD3

RD8

RD6 RD6

RD7

RD5 Existing standing seam metal roof to remain

Existing standing seam metal roof to remain

Existing standing seam metal roof

to remain

Existing partition to remain

New partition as scheduled

Legend

Symbols Legend

GWB1000

Ceiling MaterialHeight above Finished Floor

DXX

X

New Door tag -refer to schedule

(E) Existing

N.I.C. Not in Contract

Bed (N.I.C.)

Storage Locker

Washer & Dryer (N.I.C.)

Partition Tag - refer to partition schedule

PWX

New toilet partitionTP

LX Louvre tag -refer to schedule

XX Floor Finish Tag - see finish schedule

Demolition Legend

Existing element to be demolished

Approximate extent of ceiling to be removed

Existing wall partition system to be demolished

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 indicated18_39

A1.1

2671 Islington Ave Renovation

2669-2671 Islington Avenue

Demolition Roof Plan &RCPs

2019.08.19

Ceiling Demolition Notes

Note DescriptionCD1 Demolish existing gypsum ceiling and light fixtures. Make good adjacent surfaces.CD2 Demolish existing ACT ceiling and grild and light fixtures. Make good adjacent

surfacesCD3 Demolish/reinstate GWB as required to accommodate new mechanical work

above - refer to mechanical drawingsCD4 Locally demolish/reinstate ceiling as required for new mechanical services. Patch

and make good adjacent surfaces

1 : 1501 Basement Demolition RCP1 : 1502 Level 1 Demolition RCP

1 : 1503 Level 2 Demolition RCP1 : 1504 Level 3 Demolition RCP

1 : 1505 Demolition Plan - Lower Roof1 : 1506 Demolition Plan - Upper Roof

Roof Demolition Notes

Note DescriptionRD1 Existing mechanical unit to be removed. See MechanicalRD2 Demolish existing built up roof assembly (gravel ballast, asphaltic layers & rigid

insulation) down to concrete roof slab. Prepare slab to receive new roof assemblyas scheduled.

RD3 Demolish existing metal parapet cap flashing, typ.RD4 Cut back existing metal siding and associated supports at base to suit new roof

assemblyRD5 Demolish existing modified bitumen roof assembly. Prepare deck/slab to receive

new roof assembly as scheduled.RD6 Demolish existing metal cap flashing and vertical flashing on interior parapet

face, typ.RD7 Existing metal cap flashing to remain above vertical flashing to be removedRD8 Cut back existing roof membrance to inside face of parapet (see details).

Demolish existing modified bitumen roof assembly. Prepare deck/slab to receivenew roof assembly as scheduled.

RD9 Demolish existing built up roof assembly (gravel ballast, asphaltic layers & rigidinsulation) down to concrete roof slab. Prepare slab to receive new roof assemblyas scheduled.

Rev Description Date

2 Issued for Coordination 18.12.105 Issued for Coordination 19.03.076 Issued for 75% Costing 19.04.117 Issued for Permit/Tender 19.05.318 Issued for Tender 19.06.1412 Issued for Construction 19.10.18

UP

UP

UP

UP

WALK-INEXISTING

COMPRESSOR

SHELVINGEXISTING

KK

KK

K

COMBI

OVENS

KETTLE

PANRACK

MIXER

REFRIGERATOR/

H.B

ICE

EXISTING SET-UP TABLE

1 1b 2 3 4 5 6

A

B

Bx

C

D

Ramp up @ 1:12 Ramp up @ 1:12

Dining HallB101

MechanicalRoom

B119

StorageB106

LoungeB100

KitchenB104

Stair 2S102Stair 1

S101

WorkshopB108

StaffB109

IT/ ElectricalRoom

B110

CounsellingB112Rotonda

B111

StorageB114

CourtyardB000

ElevatorRoom

B118

DS1

02

DS102a

1

1200 7075 1200 7075

4500

13852

7823 2400 6846 7214 10820 3810

DB1

02

Receiving/StorageB103

1774 2753

Staff LoungeB116

Staff ChangeB116A

WashroomB115

DB1

16B

DB115

DB1

16

DB1

16A

StorageB107

HallB117

SprinklerRoom

B113

DB103

PW1

PW1

16

OfficeB104A

DB1

04

17

VestibuleB102

DB1

04c

DB104a

DB104b

Walk-InCooler

B105

Ramp up @ 1:12

4521

5080

2235

4521

StaffWashroom

B116B

Staff ShowerB116C

DB000 Loading AreaB001

1A3.0

8910

2134

2251

6558

2738

21001967

1350

2050

4259

DB116C

DB116D

23

22

21 20

24

11A3.0

25

1320

7075

16

7320

26

26

27

14A3.0

EDB0

00b

DB104e

StorageB104B

DB1

04d

2325

EDB0

00a

FW1

PW1

PW1

PW1

StorageB116D

Existing assembly provides required 1hr FRR. Provide fire stopping/dampers at any new penetrations (typ.)

28

SH1

PW1

Dashed line of retaining wall below

L1L1

235

L4

RES

EPORES

EPO

EPO

EXIST

EXISTEXIST

EPO

EPO

EPO

EXIST

EXIST

POR

POR

EXIST EXIST

EXISTEXISTEXIST

EXIST

EXIST

32

33

1800

600 Bicycle parking spot

39

39

3000

Ref

e r to

Kitc

hen

1500

Existing partition to remain

New partition as scheduled

Legend

Symbols Legend

GWB1000

Ceiling MaterialHeight above Finished Floor

DXX

X

New Door tag -refer to schedule

(E) Existing

N.I.C. Not in Contract

Bed (N.I.C.)

Storage Locker

Washer & Dryer (N.I.C.)

Partition Tag - refer to partition schedule

PWX

New toilet partitionTP

LX Louvre tag -refer to schedule

XX Floor Finish Tag - see finish schedule

Materials Legend

ACT Acoustic Ceiling TileCMU Concrete Masonry (Painted)CICS Continuous Insulation Cladding

SystemEPO Epoxy EXIST ExistingEXP ExposedFRP Fiberglass Reinforced Panel GWB Gypsum Wallboard (Painted)PAV Concrete PaversPOR Porcelain TilePRG Concrete PargingPLAM Plastic LaminatePT Paint FinishPV Paving Stones RB Rubber BaseRES Resilient FlooringSCW Solid Core WoodSOL Solid SurfaceSP Solid Phenolic Toilet PartitionsSS Stainless SteelTGL Tempered Glass

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 indicated18_39

A1.2

2671 Islington Ave Renovation

2669-2671 Islington Avenue

Proposed Plan - Basement

2019.08.19

1 : 1001 Proposed Plan - Basement

General Notes

Note Description1 New concrete slab.2 New concrete ramp at 1:12 and guardrails (typ).3 Hatched area indicates reinforced concrete slab on grade for designated loading and storage area - refer to

structural4 Loading dock Type G for municipal pick up.5 Enclosed storage unit for waste management.6 New pedestrian path with planting - refer to landscape.7 New parking lines.8 New barrier free parking spot.9 Shared access aisle.10 New fence/threshold - refer to landscape.11 New roof canopy below over sunken courtyard.12 New paving and planter beds - refer to landscape.13 New planter bed - refer to landscape.14 New gate in fence/threshold - refer to landscape.15 New plumbing fixtures, grab bars, vanity, finishes and accessories in existing washrooms (typ).16 Infill, patch and paint wall to suit.17 Refer to kitchen drawings for location of new and salavaged equipment.18 New slab opening 600 x 30020 New louvre in existing window opening - see mechanical21 New high level louvre - see mechanical22 New concrete house keeping pat, dimensions to suit mechanical equipment - refer to mechanical23 Existing sump pits - see mechanical24 Soiled dish return - see kitchen25 Hot & cold beverage station - see also kitchen26 Diagonal hatch indicates approximate extent of new tile floor finish27 Overhead rolling shutter28 Prefabricated storage shed - supplied/installed under this contract - see landscape29 Dashed grey line indicates extent of FRP wall finish tofull height30 New hot rubberized waterproofing, concrete slab topping and pedestrian deck coating - refer to Envelope

Remediation drawings for extent of work at existing stairs, podium & ramp.31 Grey hatch indicates approximate location of existing slab openings to be filled - see mechanical32 Provide shaft wall to accommodate recessed radiator - see mechanical33 Remove existing glazed top light above door. Infill with PW1 for continuous fire rating34 Provide 2no rated access panels35 Dashed line indicates existing client smoking area. Contractor is responsible for maintaing a client smoking area

located on site at all times36 Reinstate drywall finish on existing wall framing (typ.)37 Finish, tape and sand existing drywall at approx. 2438mm AFF. Typical at all exterior walls38 Reinstate drywall finish to full height at existing concrete column (typ.)39 Provide FRP backsplash at MW6 and Soiled Dish Return (Item 53 – refer to Kitchen). Backsplash to extend width of

millwork and be 457mm above counter height40 New wall box with louvre - see mechanical

29

Rev Description Date

1 Issued for PPR/ZC 18.11.262 Issued for Coordination 18.12.103 Pre-SPA Consultation 18.12.124 Issued for 50% Costing 18.12.215 Issued for Coordination 19.03.076 Issued for 75% Costing 19.04.117 Issued for Permit/Tender 19.05.318 Issued for Tender 19.06.149 Reissued for Permit 19.07.1712 Issued for Construction 19.10.18

UP

UP

UP

DN

UP

DN

1 1b 2 3 4 5 6

A

B

Bx

C

D

7823 2400 6846 7214 10820 3810

3

11 12

6

4

7

8

9

10

10

Stair 1S101

Waiting Area100A

D112a

11

Lounge112

Washroom111

WellnessRoom

113

D111

D105

D107

D10

4

Suite 1115

Suite 2116

1

2

3

4

5

7

6

9

8

10

Suite 3118

Suite 4119

Storage123

UniversalSuite

121

Laundry122

1211

Corridor114

12

1 2 3 4 5 6 7 8 9 10

10

13

Ramp up @ 1:12 Ramp up @ 1:12Ramp up @ 1:12

14 14

14

D11

5

D11

6

Shared WC117

D115a D116a

Shared WC120

D11

8

D11

9

D119aD118a Universal WC121A

D12

0

D12

1A

D123

D122

D102

Staff108

Staff109

D10

7a

D108

D109

D10

9a

6300

4572

D104a

D106

Vestibule100

PW1

PW1

PW1

2A3.0

3A3.0

WasteStorage

B121

8A3.0

Admin107

Intake Room104

BF WC106

Reception103

CommunityRoom

102

Storage102b

CommunityKitchen

102a

Universal WC105

EDB1

21

10A3.0

Corridor110

D10

2b

D113

D103

ED10

0AED

100B

9A3.0

7A3.0

3722 4245 6393

7494

1919

3686

Roof R3

3726 463069526011

322375272765

PW1

PW1

1619 1689

DB1

21A

4521

5080

2235

4521

7017

18

21

TP TP

TP TP

Stair 2S102

EDS1

02

EDS1

01

IT Closet107b

D10

7b

30

26

13409001000

PW1

SH1

SH1

26

FD

L3

L2

L3

31

31

2% slope

*Note: contractor to allow for firestopping around all existing floor penetrations - refer to mechanical for extent (typ.)

21

RES2RES2

EPO

RES2

RESRES

RESEPO

RESEXIST

RES2

EXIST

EPO

EPO

RES

RES2

EPO

RES RES RES

EPO

RESRES

EPO

EXIST

EPO

EXIST

POR

POR

EPO

4500

5583

33

34

35

L2

21

40

FW3

Existing partition to remain

New partition as scheduled

Legend

Symbols Legend

GWB1000

Ceiling MaterialHeight above Finished Floor

DXX

X

New Door tag -refer to schedule

(E) Existing

N.I.C. Not in Contract

Bed (N.I.C.)

Storage Locker

Washer & Dryer (N.I.C.)

Partition Tag - refer to partition schedule

PWX

New toilet partitionTP

LX Louvre tag -refer to schedule

XX Floor Finish Tag - see finish schedule

Materials Legend

ACT Acoustic Ceiling TileCMU Concrete Masonry (Painted)CICS Continuous Insulation Cladding

SystemEPO Epoxy EXIST ExistingEXP ExposedFRP Fiberglass Reinforced Panel GWB Gypsum Wallboard (Painted)PAV Concrete PaversPOR Porcelain TilePRG Concrete PargingPLAM Plastic LaminatePT Paint FinishPV Paving Stones RB Rubber BaseRES Resilient FlooringSCW Solid Core WoodSOL Solid SurfaceSP Solid Phenolic Toilet PartitionsSS Stainless SteelTGL Tempered Glass

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 indicated18_39

A1.3

2671 Islington Ave Renovation

2669-2671 Islington Avenue

Proposed Plan - Level 01

2019.08.19

General Notes

Note Description1 New concrete slab.2 New concrete ramp at 1:12 and guardrails (typ).3 Hatched area indicates reinforced concrete slab on grade for designated loading and storage area - refer to

structural4 Loading dock Type G for municipal pick up.5 Enclosed storage unit for waste management.6 New pedestrian path with planting - refer to landscape.7 New parking lines.8 New barrier free parking spot.9 Shared access aisle.10 New fence/threshold - refer to landscape.11 New roof canopy below over sunken courtyard.12 New paving and planter beds - refer to landscape.13 New planter bed - refer to landscape.14 New gate in fence/threshold - refer to landscape.15 New plumbing fixtures, grab bars, vanity, finishes and accessories in existing washrooms (typ).16 Infill, patch and paint wall to suit.17 Refer to kitchen drawings for location of new and salavaged equipment.18 New slab opening 600 x 30020 New louvre in existing window opening - see mechanical21 New high level louvre - see mechanical22 New concrete house keeping pat, dimensions to suit mechanical equipment - refer to mechanical23 Existing sump pits - see mechanical24 Soiled dish return - see kitchen25 Hot & cold beverage station - see also kitchen26 Diagonal hatch indicates approximate extent of new tile floor finish27 Overhead rolling shutter28 Prefabricated storage shed - supplied/installed under this contract - see landscape29 Dashed grey line indicates extent of FRP wall finish tofull height30 New hot rubberized waterproofing, concrete slab topping and pedestrian deck coating - refer to Envelope

Remediation drawings for extent of work at existing stairs, podium & ramp.31 Grey hatch indicates approximate location of existing slab openings to be filled - see mechanical32 Provide shaft wall to accommodate recessed radiator - see mechanical33 Remove existing glazed top light above door. Infill with PW1 for continuous fire rating34 Provide 2no rated access panels35 Dashed line indicates existing client smoking area. Contractor is responsible for maintaing a client smoking area

located on site at all times36 Reinstate drywall finish on existing wall framing (typ.)37 Finish, tape and sand existing drywall at approx. 2438mm AFF. Typical at all exterior walls38 Reinstate drywall finish to full height at existing concrete column (typ.)39 Provide FRP backsplash at MW6 and Soiled Dish Return (Item 53 – refer to Kitchen). Backsplash to extend width of

millwork and be 457mm above counter height40 New wall box with louvre - see mechanical

Rev Description Date

7 Issued for Permit/Tender 19.05.318 Issued for Tender 19.06.1410 Issued for Addendum 01 19.07.2311 Reissued for Permit 19.08.2212 Issued for Construction 19.10.18

DN

DN

UP

DNUP

DN

UPDN

1 1b 2 3 4 5 6

A

B

Bx

C

D

4521

5080

2235

4521

7823 2400 6846 7214 10820 3810

Program/StaffRoom

205

6 7 8

10

9

Suite 2206

11 12 13 14

15

Suite 3207

16 17

18

Suite 4208

29

30 31 32 33 2535 36

Suite 5209

Suite 6210

D20

4

D20

4A

D20

5

D20

6

Suite 7211

Program/StaffRoom

202

24

26 27 2823

19

222120

34

Corridor201

Suite 8212

Stair 1S101

D20

6A

D20

7

D20

7A

D20

8

D208A

D20

9

D20

9A

D21

0

D21

0A

D21

1A

D21

1

D21

2

D212AD202

D20

3

Washroom206A

D20

1

D20

2a

Washroom207A

Washroom208A

Washroom209A

Washroom210A

Washroom211A

Washroom212A

Waiting Area200

PW1

PW1

PW1

PW1

13A3.0

5A3.0

Suite 1204

Washroom204A

Janitor203

1 2 3 4

5

446970905874

6893

2400

6894

963

(typ.

)

5275 2367

2517

2839 3680 7090 7075 74137075

7075

4A3.0

PW1PW1

TP TP TP TP

TPTPTPTPTP

TP

TP TP

2626

26

1000

1240

SH1

Roof R4 below

*Note: contractor to allow for firestopping around all existing floor penetrations - refer to mechanical for extent (typ.)

RES RES

EPO

EPO

POR

EXIST

RES RESRES RES

RES

RESRES

RES

EXIST

POR POR

EPO EPO

EPOEPO

EPOEPO

EPOEXIST

Stair 2S102

34

341580

1930SH1SH1

RES

D205A

3636

37

37

3738

38

1 1b 2 3 4 5 6

A

B

Bx

C

D

7823 2400 6846 7214 10820 3810

12

3

4 5

6

43 44

42

D30

4

7

8

9 10

11

12 13

14

15 16

17

18 19

20

21

23

22

24

25 2628 29

27

31 32

30

34 35

33

37 38

36

40 41

39

D305A

D302

D306A

D307A

D308A D309A

D310A D311A D312A

D313AD314AD315AD316AD317AD318AD319A

D30

4a

PW1

15 15 15 15 15 15 15

15151515151515

6A3.0

Laundry/Storage304

ProgramRoom

303

Suite 1305

Suite 2306

Suite 3307

Suite 4308

Suite 5309

Suite 6310

Suite 7311

Suite 8312

Suite 9313

Suite 10314

Suite 11315

Suite 12316

Suite 13317

Suite 14318

Suite 15319

Staff302

Staff WC301

Corridor300

Janitor'sCloset

320

Washroom305A

WC307A

Washroom308A

Washroom309A

Washroom310A

Washroom311A

Washroom312A

Washroom313A

Washroom314A

Washroom315A

Washroom316A

Washroom317A

Washroom318A

Washroom319A

Washroom306A

4521

5080

2235

4521

D30

3

SH1

450

EPO

EPO EPO

EXIST

EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST

EXISTEXISTEXISTEXISTEXIST

EXIST

EXISTEXIST

EPO

EPO EPO

EXIST

EXIST

EPO EPO EPO EPO EPO

EPO

EPOEPOEPOEPOEPO 34

34

SH1SH1

1580

Align

Existing partition to remain

New partition as scheduled

Legend

Symbols Legend

GWB1000

Ceiling MaterialHeight above Finished Floor

DXX

X

New Door tag -refer to schedule

(E) Existing

N.I.C. Not in Contract

Bed (N.I.C.)

Storage Locker

Washer & Dryer (N.I.C.)

Partition Tag - refer to partition schedule

PWX

New toilet partitionTP

LX Louvre tag -refer to schedule

XX Floor Finish Tag - see finish schedule

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 indicated18_39

A1.4

2671 Islington Ave Renovation

2669-2671 Islington Avenue

Proposed Plan - Level 02,Level 03

2019.08.19

1 : 1001 Proposed Plan - Level 02

1 : 1002 Proposed Plan - Level 03

General Notes

Note Description1 New concrete slab.2 New concrete ramp at 1:12 and guardrails (typ).3 Hatched area indicates reinforced concrete slab on grade for designated loading and storage area - refer to

structural4 Loading dock Type G for municipal pick up.5 Enclosed storage unit for waste management.6 New pedestrian path with planting - refer to landscape.7 New parking lines.8 New barrier free parking spot.9 Shared access aisle.10 New fence/threshold - refer to landscape.11 New roof canopy below over sunken courtyard.12 New paving and planter beds - refer to landscape.13 New planter bed - refer to landscape.14 New gate in fence/threshold - refer to landscape.15 New plumbing fixtures, grab bars, vanity, finishes and accessories in existing washrooms (typ).16 Infill, patch and paint wall to suit.17 Refer to kitchen drawings for location of new and salavaged equipment.18 New slab opening 600 x 30020 New louvre in existing window opening - see mechanical21 New high level louvre - see mechanical22 New concrete house keeping pat, dimensions to suit mechanical equipment - refer to mechanical23 Existing sump pits - see mechanical24 Soiled dish return - see kitchen25 Hot & cold beverage station - see also kitchen26 Diagonal hatch indicates approximate extent of new tile floor finish27 Overhead rolling shutter28 Prefabricated storage shed - supplied/installed under this contract - see landscape29 Dashed grey line indicates extent of FRP wall finish tofull height30 New hot rubberized waterproofing, concrete slab topping and pedestrian deck coating - refer to Envelope

Remediation drawings for extent of work at existing stairs, podium & ramp.31 Grey hatch indicates approximate location of existing slab openings to be filled - see mechanical32 Provide shaft wall to accommodate recessed radiator - see mechanical33 Remove existing glazed top light above door. Infill with PW1 for continuous fire rating34 Provide 2no rated access panels35 Dashed line indicates existing client smoking area. Contractor is responsible for maintaing a client smoking area

located on site at all times36 Reinstate drywall finish on existing wall framing (typ.)37 Finish, tape and sand existing drywall at approx. 2438mm AFF. Typical at all exterior walls38 Reinstate drywall finish to full height at existing concrete column (typ.)39 Provide FRP backsplash at MW6 and Soiled Dish Return (Item 53 – refer to Kitchen). Backsplash to extend width of

millwork and be 457mm above counter height40 New wall box with louvre - see mechanical

Rev Description Date

7 Issued for Permit/Tender 19.05.318 Issued for Tender 19.06.1412 Issued for Construction 19.10.18

1 1b 2 3 4 5 6

A

B

Bx

C

D

4521

5080

2235

4521

ACT

2743

GWB

2438

ACT

2438

GWB

3010

C1

ACT2

2743

GWB

3912

FRP

2438 2364Exist3010

Dining HallB101

LoungeB100

OfficeB104A

VestibuleB102

Stair 2S102

Receiving/StorageB103

Walk-InCooler

B105Storage

B106Storage

B107

WorkshopB108

StaffB109

IT/ ElectricalRoom

B110

RotondaB111 Counselling

B112

HallB117

StorageB114

SprinklerRoom

B113

Staff ChangeB116A

StaffWashroom

B116B

WashroomB115

Staff LoungeB116

Stair 1S101

WasteStorage

B121

MechanicalRoom

B119

ElevatorRoom

B118

Exist

ACT

2743

ACT

2743

StorageB104B

ACT

2743

GWB

2743

Exist2384

Exist2384

Exist3010

Exist2438

Exist2438

Exist3658

C6

C6

Exist2438

ACT

2743

ACT

2438

GWB

2134

C5

4A1.5

See detail RCP for canopy

cladding layout

C7

L1 L1

400

400

600

Align with mullions

Align with columns below

3810

GWB

2438

EXP4140

GWB

3010

C8

C8

GWB

3618

1 1b 2 3 4 5 6

A

B

Bx

C

D

7823 2400 6846 7214 10820 3810

GWB

2438

ACT

3353

GWB

2438

GWB

2438

ACT

2743

ACT

2743

GWB

2438

ACT

2438

ACT

2438

GWB

2438

ACT

2743

ACT

3353ACT

3353

ACT

3353

ACT

3353

GWB

3353

ACT

3353

C2

FRP

2438

FRP

2438

FRP

2438

FRP

2438

Refer to M&E drawings for extent of ceiling mounted fixtures/devices

Provide 4 no 400x400 access panels -locations to be coordinated on site.

ACT

3658

3A1.5

Intake Room104

ACT

3353

4521

5080

2235

4521 Community

Room102

Storage102b

CommunityKitchen

102a

WellnessRoom

113

Stair 1S101 Lounge

112

Suite 1115

Suite 2116

Shared WC117

Corridor114

Shared WC120

Suite 3118

Suite 4119

UniversalSuite

121

Staff108

Staff109

Admin107

Reception103

BF WC106

Universal WC105

Waiting Area100A

Vestibule100

Corridor110

Storage123

Universal WC121A

Laundry122

GWB

2743

GWB

2743

GWB

2743

GWB

2743

C4 C4 C4

C4 C4

C4

C5

ACT

3353

IT Closet107b

ACT

2743

GWB

2079

EXP

4109

EXP

4109

EXP

4109EXP

4109

EXP

4109

C7

C7

C7

Existing partition to remain

New partition as scheduled

Legend

Symbols Legend

GWB1000

Ceiling MaterialHeight above Finished Floor

DXX

X

New Door tag -refer to schedule

(E) Existing

N.I.C. Not in Contract

Bed (N.I.C.)

Storage Locker

Washer & Dryer (N.I.C.)

Partition Tag - refer to partition schedule

PWX

New toilet partitionTP

LX Louvre tag -refer to schedule

XX Floor Finish Tag - see finish schedule

Ceiling Legend

LED lighting fixture - see electrical

Potlight - see electrical

Return/exhaust grille

Supply air diffuser

LED cove light - see electrical

Rollershade

3 4

A

B

Bx

7214

2235

4521

Lounge112

ACT

3658

GWB

3353

199 1038

(8 tiles across)

4877 1037

(8 T

iles

Acro

ss

4840

1037

Provide rollershades at all windows (typ.)

4592

EQ A EQ A EQ B EQ B

FRC

1219

1219

610

1219

3159 3341

1219

1219

610

1219

610

1219

Centre on mullion below

1219

1219

1219

1219

610

1219

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 indicated18_39

A1.5

2671 Islington Ave Renovation

2669-2671 Islington Avenue

Proposed RCPs -Basement, Level 01

2019.08.19

1 : 1001 Proposed RCP - Basement

1 : 1002 Proposed RCP - Level 01

Ceiling Notes

Note DescriptionC1 Sloped ceiling to match existing.C2 GWB bulkhead at ceiling transition.C3 Paint and patch existing ceilings as required to accomodate new fixtures (typ).C4 Access panel for fan coil unit (600 x 600) - refer to mechanicalC5 Bulkhead around duct work to be wall type SH1 to maintain required fire rating - refer to mechanicalC6 Approximate location of hood - refer to kitchenC7 New roller shades at all windows (typ.)C8 New GWB ceiling as required based on demolition

1 : 503 Partial RCP - Level 01 - Lounge

1 : 504 Proposed RCP - Canopy Soffit

Rev Description Date

2 Issued for Coordination 18.12.104 Issued for 50% Costing 18.12.215 Issued for Coordination 19.03.076 Issued for 75% Costing 19.04.117 Issued for Permit/Tender 19.05.318 Issued for Tender 19.06.1412 Issued for Construction 19.10.18

OS

OS

OS

1 1b 2 3 4 5 6

A

B

Bx

C

D

7823 2400 6846 7214 10820 3810

4521

5080

2235

4521

ACT

2743

GWB

2743

GWB

2743

ACT

2743

GWB

2743

GWB

2743

GWB

2743

GWB

2743

GWB

2743

GWB

2743

ACT

2743

FRP

2743

FRP

2743

FRP

2743

FRP

2743

FRP

2743

FRP

2743

FRP

2743

FRP

2743

Refer to M&E drawings for extent of ceiling mounted fixtures/devices

Provide 4 no 400x400 access panels -locations to be coordinated on site.

3A1.6

GWB

2743

GWB

2743

GWB

2743

GWB

2743

GWB

2743

GWB

2743

GWB

2743

GWB

2743

Suite 1204

Washroom204A

Janitor203

Corridor201

Program/StaffRoom

202Suite 8

212Suite 7

211Suite 6

210 Suite 5209

Washroom209A

Program/StaffRoom

205Suite 2

206Suite 3

207Suite 4

208

Washroom208A

Washroom207A

Washroom206A

Washroom212A

Washroom211A

Washroom210A

C5

EXP

3366

EXP

3366

EXP

3366

EXP

3366

EXP

3366

EXP

3366

EXP

3366

C7 C7

C7

C7

1 1b 2 3 4 5 6

A

B

Bx

C

D

7823 2400 6846 7214 10820 3810

C3

C3 C3 C3 C3 C3 C3 C3 C3

C3C3C3C3C3C3

C3C3

C3

Refer to M&E drawings for extent of ceiling mounted fixtures/devices

Provide 4 no 400x400 access panels - locations to be coordinated on site.

ACT

2743

ACT

2438

FRP

2438

GWB

2438

FRP

2438

GWB

2438

GWB

2438

FRP

2438FRP

2438

GWB

2438

FRP

2438

GWB

2438

FRP

2438

GWB

2438

FRP

2438

GWB

2438

FRP

2438

GWB

2438

GWB

2438

GWB

2438

FRP

2438

FRP

2438

FRP

2438

FRP

2438

GWB

2438

GWB

2438

GWB

2438

GWB

2438

FRP

2438FRP

2438

GWB

2438

GWB

2438

GWB

2438

GWB

2438

GWB

2438

GWB

2438

GWB

2438

GWB

2438

GWB

2438

GWB

2438

GWB

2438

GWB

2438

GWB

2438

GWB

2438

GWB

2438

4521

5080

2235

4521

Suite 1305

Suite 2306

Suite 3307

Suite 4308

Suite 5309

Suite 6310

Suite 7311

Suite 8312

Janitor'sCloset

320

ProgramRoom

303

Laundry/Storage304

Corridor300

Staff WC301

Washroom319A

Staff302

Suite 15319

Suite 14318

Suite 13317

Suite 12316

Suite 11315

Suite 10314

Suite 9313

Washroom314A

Washroom313A

Washroom315A

Washroom316A

Washroom318A

Washroom317A

Washroom305A

Washroom306A

Washroom308A

Washroom309A

Washroom310A

Washroom311A

Washroom312A

C7 C7

C7

C7

Ceiling Legend

LED lighting fixture - see electrical

Potlight - see electrical

Return/exhaust grille

Supply air diffuser

LED cove light - see electrical

Rollershade

Existing partition to remain

New partition as scheduled

Legend

Symbols Legend

GWB1000

Ceiling MaterialHeight above Finished Floor

DXX

X

New Door tag -refer to schedule

(E) Existing

N.I.C. Not in Contract

Bed (N.I.C.)

Storage Locker

Washer & Dryer (N.I.C.)

Partition Tag - refer to partition schedule

PWX

New toilet partitionTP

LX Louvre tag -refer to schedule

XX Floor Finish Tag - see finish schedule

3 4

C

D

GWB

2743

FRP

2743

Washroom211A

Suite 7211

Access Panel

Occupancy sensor

GWB

2743

Bulkhead

7214

4521

1118

Site verify - to conceal primary services

EQEQ

EQ EQ

EQEQ

EQ EQ

Rolleshades (typ.)

EQ EQ EQ EQ

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 indicated18_39

A1.6

2671 Islington Ave Renovation

2669-2671 Islington Avenue

Proposed RCPs - Level 02,Level 03

2019.08.19

1 : 1001 Proposed RCP - Level 02

1 : 1002 Proposed RCP - Level 03

Ceiling Notes

Note DescriptionC1 Sloped ceiling to match existing.C2 GWB bulkhead at ceiling transition.C3 Paint and patch existing ceilings as required to accomodate new fixtures (typ).C4 Access panel for fan coil unit (600 x 600) - refer to mechanicalC5 Bulkhead around duct work to be wall type SH1 to maintain required fire rating - refer to mechanicalC6 Approximate location of hood - refer to kitchenC7 New roller shades at all windows (typ.)C8 New GWB ceiling as required based on demolition

1 : 503 Partial RCP - Level 02 - Typical Suite

Rev Description Date

7 Issued for Permit/Tender 19.05.318 Issued for Tender 19.06.1412 Issued for Construction 19.10.18

Level 1

150300

Level 2

154669

Level 3

158326

Roof - Lower

161527

Roof - Upper

164575

Basement

145931

11b23456

South East Grade

148620North East Grade

147700

existing building

1769

2600

4369

3658

3200

Average Grade: 148650

3048

Refer to Envelope Remediation drawings for envelope repair (typ.)

Excavated area at new ramp/sunken courtyard shown dotted - see details

New handrail/ guardrail - see details

New louvre - see mechanical (typ.)

Level 1

150300

Level 2

154669

Level 3

158326

Roof - Lower

161527

Roof - Upper

164575

1 1b 2 3 4 5 6

West Grade

149100

3200

3658

4369

1200

existing building

Average Grade: 148650

3048

Refer to Envelope Remediation drawings for envelope repair (typ.)

Existing guard to remain

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 : 10018_39

A2.0

2671 Islington Ave Renovation

2669-2671 Islington Avenue

Elevations

2019.08.19

1 : 1002 East Elevation

1 : 1001 West Elevation

Rev Description Date

1 Issued for PPR/ZC 18.11.262 Issued for Coordination 18.12.103 Pre-SPA Consultation 18.12.124 Issued for 50% Costing 18.12.215 Issued for Coordination 19.03.076 Issued for 75% Costing 19.04.117 Issued for Permit/Tender 19.05.318 Issued for Tender 19.06.1412 Issued for Construction 19.10.18

Level 1

150300

Level 2

154669

Level 3

158326

Roof - Lower

161527

Roof - Upper

164575

A B Bx C D

West Grade

149100

North East Grade

147700

3200

3658

4369

existing building

Average Grade: 148650

New canopy

3048

Reter to Envelope Remediation drawings for envelope repair (typ.)

2600

Connect gutter in to existing RWL

New louvre - see mechanical (typ.)

Level 1

150300

Level 2

154669

Level 3

158326

Roof - Lower

161527

Roof - Upper

164575

ABBxCD

West Grade

149100 South East Grade

148620

existing building

Average Grade: 148650

build

ing

heig

ht

1671

4

3200

3658

4369

1680

New canopy

3048

Reter to Envelope Remediation drawings for envelope repair (typ.)

Guardrail G1PROJECT 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 : 10018_39

A2.1

2671 Islington Ave Renovation

2669-2671 Islington Avenue

Elevations

2019.08.19

1 : 1001 North Elevation

1 : 1003 South Elevation

Rev Description Date

7 Issued for Permit/Tender 19.05.318 Issued for Tender 19.06.1412 Issued for Construction 19.10.18

2 3 4

C

D

D107

D105

D106

D10

4

D104a

6846 7214

75272765

3250

3350

1062 x 716heat tent

Washer/Dryer(N.I.C)

D109

D108

D10

9a

D103

Staff109

Staff108

Intake Room104

Admin107

Reception103

Universal WC105

BF WC106

3223

2574 2350

3796

D10

7a

4521

PW1PW1

PW1

PW1PW1

PW1

4600 1350 3219 62

MW2

PW1

460

810

Space for adult change table

Clear space 920 x 1370

Transfer space 900 x 1500

ø 1700

PW1

PW1

PW1a

Transfer space 900 x 1500

674 1900

A3.1 4

A3.1

7

MW3 959

Clear space 920 x 1370

900

711

4A3.2

10A3.2

1500

A3.1

18

19

20

1987

IT Closet107b

D10

7b

2644

Photocopier N.I.C

A3.1

6

A3.1

23

21

22

460

24Power door operator

5

276

1990

610

861

1738

5A3.2 Provide gromet - see

millwork hardware legendProvide gromet - see millwork hardware legend

PW1

RES

RES2

EPO

EXIST

RESPOR

EPO

15561373

align

Fridge supplied/installed under this contract

3 4

A

B

Bx

WellnessRoom

113Lounge

112

Washroom111

2235

4521

D113

6011 6952 62

D111

PW1 PW1

7214

460

460

PW1

PW1

FW1

PW1aalign

A3.1

9

MW5

6A3.2

FW1

FW1

SH1SH1SH1 RES2EPO

Align

500

500

B

Bx

A3.1

10

2400

1600

Clearspace 920x1370

EQ EQ

11

12

13

2400

460

ø 1500

ø 1500

D116aD115a

2329

1104

3433

PW1

PW1PW1

PW1

EPO RES

5 6

C

D12

1A

ø 2500 Space for

adult change table

Transfer space 900x1500

Clearspace 920x1370

1500

3810

922

2933

3855

PW1

PW1

FW1

900

1674

A3.1 16

Universal WC121A

14

15

Power door operator

460

17

3 4

C

D

305

2400

D21

1A

D21

1

Suite 7211

Washroom211A

709

460

1500 1500

4370

(Varies)

7090

4521

A3.1

25

26

PW1

27 A3.1 28PW1

1387

1573 5275

PW1

PW1

(varies)365

PW1

PW1

PW1

FW1

EPO

RES

5

B

Bx

Washroom208A

PW1

PW1D208A

2235

PW1

PW1

2065 785

W6W8

W2 4

B

BxWashroom

309A

D309AA3.130 29

31

32EPOEXIST

1

B

Bx

D102

D10

2b

Storage102b

CommunityRoom

102

EQEQ

1140

5300

MW5

2235

PW1

PW1

A3.1

8

3900

Reception sliding window to be temporarily placed during phase one. Phase 2: remove and salvage for reuse in admin area. Patch and make good adjacent surfaces

7A3.2

9A3.2

8A3.2

All kitchen appliances supplied/installed under this contract

1 1b

Staff ChangeB116A

WashroomB115

StaffWashroom

B116B

Staff ShowerB116C

DB1

16A

DB115

460

DB1

16

1500

1500

2175 2340 1500

PW1PW1

PW1PW1

ø 1500

460

Staff LoungeB116

FW1

PW1

7823

MW1

DB1

16B

PW2

A3.11

DB116C

DB116D

1A3.2

RES

EXIST

EXISTEPO

1 1b

A

Existing RWLto remain

2A4.3

WasteStorage

B121

EDB1

21

Align

Align

DB1

21A

13A4.3

3000

EW2

EW2Line of masonry below

L3

L3

PW2

Existing partition to remain

New partition as scheduled

Legend

Symbols Legend

GWB1000

Ceiling MaterialHeight above Finished Floor

DXX

X

New Door tag -refer to schedule

(E) Existing

N.I.C. Not in Contract

Bed (N.I.C.)

Storage Locker

Washer & Dryer (N.I.C.)

Partition Tag - refer to partition schedule

PWX

New toilet partitionTP

LX Louvre tag -refer to schedule

XX Floor Finish Tag - see finish schedule

3

C

Washroom212A

D212A

460

14493069

D21

2

900

1500

777

ø 1500

PW1

PW1

W6

W2

W8

EPO RES

A3.12

Dining HallB101

3000

610

MW6

914

New location of bottle filler - refer to mechanical

Drop-in glass dispenser -Refer to Kitchen

Hot and cold beverage counter - refer to kitchen

2A3.2

Min

.

900

Provide FRP backsplash at MW6 and Soiled Dish Return (Item 53 –refer to Kitchen). Backsplash to extend width of millwork and be 457mm above counter height

A3.1 3

3A3.2

62

Overhead shutter

DB104b

HSS Post -refer to structural

KitchenB104

Dining HallB101

Hot food counter -refer to kitchen

DB104e

HSS Post -refer to structural

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 indicated18_39

A3.0

2671 Islington Ave Renovation

2669-2671 Islington Avenue

Partial Plans

2019.08.19

1 : 509 Partial Plan - Level 01 - Intake Sequence1 : 508Partial Plan - Level 01 - Client Lounge, WellnessRoom, BF WC

1 : 502 Partial Plan - Level 01 Shared BF WC (Typical)1 : 503 Partial Plan - Level 01 Universal WC

1 : 5013 Partial Plan - Level 02 - Typical Suite

1 : 505 Partial Plan - Level 02 WC 208A1 : 506 Partial Plan - Level 03 WC (Typical)

1 : 507 Partial Plan - Level 01 - Community Room

1 : 501 Partial Plan - Basement - Staff Changeroom, BF WC

1 : 5010 Partial Plan - Grade - Waste Storage Room

1 : 504 Parital Plan - Level 02 WC 212A1 : 5011 Partial Plan - Basement - Beverage Counter

1 : 5014 Patial Plan - Basement - Hot Food Counter

Rev Description Date

6 Issued for 75% Costing 19.04.117 Issued for Permit/Tender 19.05.318 Issued for Tender 19.06.1411 Reissued for Permit 19.08.2212 Issued for Construction 19.10.18

T/O Finished Floor

4'-0" AFF

3'-0" AFF

(600

mm

)

min

2'-0

"

toilet paper dispenser

(100

0 m

m)

max

3'-3

3/8

"

Notes:1. All controls (power door operator, elevator call buttons, fire alarms, switches, emergency call button and fire extinguishers, coat hooks etc.) to be between 3' and 4' AFF.2. Locations of all accessories and controls to be marked on site prior to installation for final sign off.

(760 mm)

min. 30"

(max300 mm, min 60mm)

max 1'-0", min 0'- 2 3/8"

mirrors in universal washrooms

(760

mm

)

min

. 30"

(750

-950

mm

)

29" t

o 37

"

(150 mm)89

soap dispenser

grab bars

C/L

(600 mm)

min. 2'-0"

33" t

o 36

"

grab bars behind toiletsgrab bars and wc accessories

beside toilets

IN THE EVENT OF AN EMERGENCY PUSH EMERGENCY BUTTON AND AUDIBLE AND VISUAL SIGNAL WILL ACTIVATE

Hanging Schedule

(840

-920

mm

)

push buttoncoat hook

sinks in universal washrooms

735m

m

min

2' -

4 1

5/16

"

accessible strip emergency call

373m

m

max

1' -

2"

handryer

FRP FRP

W4a

W4b

W4a

W4b

W6

W3

W7

W8

EPO

W6

W4a

W4b

FRP

EPO

FRP

W3

EQ EQ

W5 W4a

W1 W1W9W2 W9

EPO

FRP

Level 1

150300

FRP

W10

W11W4b

W4a

FRP

EPO

Materials Legend

ACT Acoustic Ceiling TileCMU Concrete Masonry (Painted)CICS Continuous Insulation Cladding

SystemEPO Epoxy EXIST ExistingEXP ExposedFRP Fiberglass Reinforced Panel GWB Gypsum Wallboard (Painted)PAV Concrete PaversPOR Porcelain TilePRG Concrete PargingPLAM Plastic LaminatePT Paint FinishPV Paving Stones RB Rubber BaseRES Resilient FlooringSCW Solid Core WoodSOL Solid SurfaceSP Solid Phenolic Toilet PartitionsSS Stainless SteelTGL Tempered Glass

Level 2

154669

W1

W9

W1

W4b

W4b

W5

FRP

EPO

W3

W6

W4a

EQEQ

W9

W4a

33A3.1

102

W2FRP

FRP

EPO

2743

Toile

t Par

titio

n

1981

152

102

FRP

W4a

W4b

W6

W3

W7

W8

EPO

102 Level 2

154669

FRP

W4a

W4b

EPO10

2

Existing partition to remain

New partition as scheduled

Legend

Symbols Legend

GWB1000

Ceiling MaterialHeight above Finished Floor

DXX

X

New Door tag -refer to schedule

(E) Existing

N.I.C. Not in Contract

Bed (N.I.C.)

Storage Locker

Washer & Dryer (N.I.C.)

Partition Tag - refer to partition schedule

PWX

New toilet partitionTP

LX Louvre tag -refer to schedule

XX Floor Finish Tag - see finish schedule

Level 1

150300

Microwave

CooktopBuilt-in oven

FRP

7A3.2

9A3.2

Site Verify

648

8A3.2

Range hood

750 950 650 750 800

PT

SOL

Level 1

150300

4A3.2

1750

860

1324

Level 1

150300

Photocopier (N.I.C)

10A3.2

Basement

145931

fixedfixed drawer drawer

FRP

PT

1A3.2

Site Verify

770EQ EQ

W4a

W4b

FRP

W10W11

space for fold down adult change table

1080

1219min.

406

min.

406

EPO

Hatched area indicates approx. extent of 19mm plywood blocking

Level 1

150300

FRPW7W8

W3

W6

W4b

W4a

W4b

W4a

EPO

IN THE EVENT OF AN EMERGENCY PUSH EMERGENCY BUTTON AND AUDIBLE AND VISUAL SIGNAL WILL ACTIVATE Emergency

light strip - see electrical

34A3.1

FRP to wrap existing column

FRP

EPO

W3EQ EQ

W1 W9

W4b

W4a

W6

W5W4a

GWB partition

Existing slabMortar bed

FRP panel

FRP seal

waterproof membrane

102

over

lap

51

25

Liquid applied epoxy flooring

Carry continuous waterproof membrane as specified up full height of wall behind FRP panel (typ.)

drain

polyethylene backer rod

over

lap

5110

2

centreline of shower

25

edge of shower

25

FRP panel

FRP seal

Liquid applied flooring

waterproof membrane

centreline of external area

drain

waterproof membrane polyethylene

backer rod

over

lap

5110

225

FRP panel

FRP seal

Liquid applied flooring

waterproof membrane

Mortar bed Mortar bed

Level 1

150300

Power door operator

W2

EPO

FRP

New location of existing botter filler - Refer to mechanical

EQ EQ EQ

Hot/cold beverage counterRefer also to kitchen

2A3.2

FRP 457

3000

Level 1

150300

FRP

W10

W4b

W4a

W11

EPO

FRP

EPO

W4b

W4a

W3

W6

W4b

W4aW7 W8

W6

W4a

W4b

W3

W5 W4a

FRP

EQEQ

EPO

381381976

5A3.2

FRPspace for fold down adult change table

min.

406

min.

406

EPO

Power door operator Hatched area indicates

approx. extent of 19mm plywood blocking

IN THE EVENT OF AN EMERGENCY PUSH EMERGENCY BUTTON AND AUDIBLE AND VISUAL SIGNAL WILL ACTIVATE

Emergency light strip - see electrical

EPO

FRP

W4b

W4aW4a

W4b

FRP

W10W11

EPO

W2

Fixed Fixed

PT

6A3.2

Level 1

150300

FRP

EPO

W1

W9

Level 3

158326

W3

W4b

W4a

EPO

FRP

Level 3

158326

34A3.1

W1

W9W3

W4b

W4a

EPO

W4a

W4aFRP

Level 3

158326

EPO

102

FRP

W4a

W4bW4a

W3

Level 3

158326

EPO

102

FRP

W4a

W4b

W11

W10

Basement

145931

Hot food counter - refer to kitchen

3A3.2

SOL

4A3.2

1750

860

1324

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 indicated18_39

A3.1

2671 Islington Ave Renovation

2669-2671 Islington Avenue

Interior Elevations & Details

2019.08.19

Washroom Accessories

Note DescriptionW1 457 x 762 mirrorW2 Hand dryerW3 Shower curtain & rodW4a Grab barW4b 'L' shaped grab barW5 250 x 250 recessed soap holderW6 Fold down shower seatW7 Coat hooksW8 ShelfW9 Soap dispenser - Owner supplied contractor installedW10 Napkin disposal - Owner supplied contractor installedW11 Toilet paper dispenser - Owner supplied contractor installed

1 : 5010 Interior Elevation - Level 01 Typ. Shared WC - East1 : 5011 Interior Elevation - Level 01 Typ. Shared WC - South

1 : 5012 Interior Elevation - Level 01 Typ. Shared WC - West1 : 5013 Interior Elevation - Level 01 Typ. Shared WC - North

1 : 5025 Interior Elevation - Level 02 Typ. Suite WC - East1 : 5026 Interior Elevation - Level 02 Typ. Suite WC - South

1 : 5027 Interior Elevation - Level 02 Typ. Suite WC - North1 : 5028 Interior Elevation - Level 02 Typ. Suite BF Toilet

1 : 508 Interior Elevation - Level 01 - MW4

1 : 504 Interior Elevation - Level 01 - MW2 - South1 : 507 Interior Elevation - Level 01 - MW3

1 : 501 Interior Elevation - Basement - MW1

1 : 5016Interior Elevation - Level 01 - Universal WC121A -South

1 : 5014Interior Elevation - Level 01 - Universal WC121A -East

1 : 5015Interior Elevation - Level 01 - Universal WC121A -North

1 : 533 Detail - Cove Base (typ.)1 : 534 Detail - Shower Floor (typ.)

1 : 5017Interior Elevation - Level 01 - Universal WC121A -West

1 : 502 Interior Elevation - Basement - MW6

1 : 5018 Interior Elevaton - Level 01 - BF WC 106 - West1 : 5019 Interior Elevation - Level 01 - BF WC 106 - North

1 : 5020 Interior Elevation - Level 01 - BF WC 106 - East

1 : 506 Interior Elevation - Level 01 - MW2 - West

1 : 5021 Interior Elevation - Level 01 - Universal WC105 - East1 : 5022Interior Elevation - Level 01 - Universal WC105 -South

1 : 5023Interior Elevation - Level 01 - Universal WC105 -West

1 : 509 Interior Elevation - Level 01 - MW5

1 : 5024Interior Elevation - Level 01 - Universal WC105 -North

1 : 5030 Interior Elevation - Level 03 Typ. Suite WC-North1 : 5029 Interior Elevation - Level 03 Typ. Suite WC - South

1 : 5031 Interior Elevation - Level 03 Typ. Suite WC - East1 : 5032 Interior Elevation - Level 03 Typ. Suite WC - West

1 : 503 Interior Elevation - Basement - Hot Food Counter1 : 505 Interior Elevation - Level 01 - MW2 - North

Rev Description Date

6 Issued for 75% Costing 19.04.117 Issued for Permit/Tender 19.05.318 Issued for Tender 19.06.1412 Issued for Construction 19.10.18

Level 1

150300

Solid surface gable beyond

585 25

860

25125

610

102

Reception103

Waiting Area100A

Solid surface countertop (mitred edge) typ.

Rubber base

Reception window - see millwork hardware legend

Solid surface finish

Level 1

150300

Solid surface counter (mitred edge) typ.

Plam at all door/drawer faces (typ)

Include one adjustable Plam shelf per lower cabinet (typ)

Plam

509

457

812

102

Hardware as specified

Rubber Base

Drawer

457

635

1880

Basement

145931

Dining HallB101

KitchenB104

Act Ceiling

Existing GWB ceiling

Line of overhead door

Hot food counter -refer to kitchen

Soild surface

Line of wall beyond

HSS post beyond -refer to structural

Mounting plate beyond - refer to structural

Basement

145931

Hardware as specified

Plam finish at all door faces (typ.)

Include two adjustable plam shelves at all upper cabinets unless noted otherwise

Plam finish at upper cabinet interiors (typ.)

914

Solid surface countertop (mitred edge) typ.

3877

510

2

Include one adjustable plam shelf at all lower cabinets unless noted otherwise

Hardware as specified

Rubber base

25

Plam finish at all door faces (typ.)

Plam finish at lower cabinet interiors (typ.)

635

305

Materials Legend

ACT Acoustic Ceiling TileCMU Concrete Masonry (Painted)CICS Continuous Insulation Cladding

SystemEPO Epoxy EXIST ExistingEXP ExposedFRP Fiberglass Reinforced Panel GWB Gypsum Wallboard (Painted)PAV Concrete PaversPOR Porcelain TilePRG Concrete PargingPLAM Plastic LaminatePT Paint FinishPV Paving Stones RB Rubber BaseRES Resilient FlooringSCW Solid Core WoodSOL Solid SurfaceSP Solid Phenolic Toilet PartitionsSS Stainless SteelTGL Tempered Glass

860

914

2510

2

Solid surface countertop (mitred edge) typ.

Rubber base

Plam finish at all door faces (typ.)

Hardware as specified

622128

Plam finish at lower cabinet interiors (typ.)

Level 1

150300

Line of wall beyond

Fixed panel

Rubber base

775

102

Hardware as specified

Solid surface countertop (mitred edge) typ.

Include one adjustable plam shelf at all lower cabinets unless noted otherwise

Plam finish at all door faces (typ.)

Plam finish at lower cabinet interiors (typ.)

914

25

38

635

Millwork Hardware Legend

Bumpers: 2 each per door: Richelieu No 2291/2292-180 nickel finish at 2" centres or approved equivalent

Cabinet Locks: Hafele 232.35.301 or approved equivalent (all cabinets to be lockable/keyed alike unless noted otherwise)

Drawer Locks (Typical): Hafele 234.76.701 or approved equivalent (all drawers to be lockable/keyed alike unless noted otherwise)

Drawer Locks (at MW2): Hafele 234.76.700 or approved equivalent (keyed to differ)

Cabinet/Drawer Pulls:Richelieu Catalogue No 245170 or approved equivalent

Drawer guides: Blum WEBKIT1058762 orapproved equivalent

Concealed Hinges: Blum Blumotion 110 degrees or approved equivalent

Adjustable shelf pins/ferrules: Richelieu No 2291/2292-180 nickel finish at 2” centres.

Grommets: Richelieu Catalogue No 60952140 or approved equivalent (2 in total at MW2)

Reception window: Satin Anodized DW Series Manual Sliding Service WindowDW1800A XO c/w 1/2" thick tempered, laminated glass and keyed lockBy CR Laurence

Level 1

150300

860

3872

010

2

711

Solid surface desktop(mitreed edge) typ.

Drawer

Hardware as specified -locks keyed to differ

2576

245

738

822

Hardware as specified

Plam finish at all door faces (typ.)

Include two adjustable plam shelves at all upper cabinets unless noted otherwise

Plam finish at upper cabinet interiors (typ.)

Solid surface counter(mitred edge) typ.

Plam gable beyond

2079

305

GWB bulkhead

685

205

350

480

Barrier free clearances

Solid surface backsplash

FRP panel

Rubber base

140

Fixed panel, Plam finish

762

306

Site

Ver

ify

711

198

102

2079

Wall Oven - Refer to Kitchen

610

Rubber Base

Drawer

Hardware as specified

Hardware as specified

Plam finish at all door faces (typ.)

Include two adjustable plam shelves at all upper cabinets unless noted otherwise

Plam finish at upper cabinet interiors (typ.)

Open shelf

Plam

GWB bulkhead

30576

245

740

035

910

2

2079

Microwave - Refer to Kitchen

Drawer

Harware as specified

Rubber Base

Solid surface counter(mitred edge) typ.

Hardware as specified

Plam finish at all door faces (typ.)

Include two adjustable plam shelves at all upper cabinets unless noted otherwise

Plam finish at upper cabinet interiors (typ.)

GWB bulkhead

Solid surface backsplash

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 indicated18_39

A3.2

2671 Islington Ave Renovation

2669-2671 Islington Avenue

Section Details

2019.08.19

1 : 104 Millwork Section - MW2 - North South

1 : 1010 Millwork Section - MW3

1 : 103 Detail Section - Hot Food Counter1 : 101 Millwork Section - MW1

1 : 102 Millwork Section - MW6

1 : 106 Millwork Section - MW5

1 : 105 Millwork Section - MW2 - East West

1 : 107 Millwork Section - MW4 - Sink1 : 109 Millwork Setion - MW4 - Wall Oven

1 : 108 Millwork Section - MW4 - Microwave

Rev Description Date

7 Issued for Permit/Tender 19.05.318 Issued for Tender 19.06.1412 Issued for Construction 19.10.18

1 1b 2 3 4 5 6

A

B

Bx

C

D

7823 2400 6846 7214 10820 3810

4521

5080

2235

4521

CorridorP100 Penthouse

P101

Stair 1S101

Attic Area (vented)

Line of roof cover above

Roof R1

Elevator Cover

Refer to M&E drawings for extent of ceiling mounted fixtures/devices

Provide 4 no 400x400 access panels - locations to be coordinated on site.

3A4.3

4A4.3

EW3 EW3 EW3 EW3

EW3 EW3 EW3 EW3

RD

RD

Line of roof cover above

2% slope

2% slope

2% s

lope

2% s

lope

5A4.3

12A4.3

14A4.3

1 1b 2 3 4 5 6

A

B

Bx

C

D

Open to below

7823 2400 6846 7214 10820 3810

6A4.3

1A4.3

RD7

A4.3

Roof R2

Roof R1

2% slope 2% slope

2%

slop

e

2%

slop

e

RD2% slope 2% slope

2%

slop

e

2%

slope

8A4.3

4521

5080

2235

4521

12A4.3

14A4.3

1

A

2A4.3

Roof R4

13A4.3

Existing RWLto remain

RWL to connect in to existing

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 indicated18_39

A4.0

2671 Islington Ave Renovation

2669-2671 Islington Avenue

Roof Plans

2019.08.19

1 : 1001 Proposed Plan - Lower Roof

1 : 1002 Proposed Plan - Upper Roof

1 : 503 Waste Storage Room Roof Plan

Rev Description Date

7 Issued for Permit/Tender 19.05.318 Issued for Tender 19.06.1412 Issued for Construction 19.10.18

DNDN

DN

2 3 4 5 6

Ramp up @ 1:12 Ramp up @ 1:12

1200 7075 1200 7075 674 1100

Ramp up @ 1:12

CourtyardB000

6846 7214 10820

5726

2400

17742

A4.1

3A4.1

Existing column to remain

Storage Container -Refer to Landscape

Guardrail G1

Guardrail G1

5A4.1

148620

146521147110147700

1A4.2

147700

Existing gas meter to remain

Concrete paving- see Landscape

FD FD FD

148850T.O. Curb

9A4.2

Guardrail G2

Guardrail G2

Guardrail G2

4A4.2

4A4.1

145931

148845Ex. Door Sill

6A4.1

1385

148770

1144

3A4.2

5944 8839

300

2200

200

600

1490

1320

Existing catchbasin to remain.See Civil

6A4.2

112

112

Handrail H1

7A4.1

EW1

EW4

EW4

EW4EW4

below below below5944 406

Asphalt paving- see Landscape & Civil

768610

Tactile warning strip- see Landscape

for spec

Tactile warning strip- see Landscape for spec

915

1100

304

1500

1480

2287

7075

T.O. Curb

2% s

lope

2% s

lope

2% s

lope

2% s

lope

2% slope2% slope 2% slope 2% slope

1059

300

Tactile warning strip- see Landscape for spec

2200

1200

DB000

1580250

1330 1670 1038 632 1712 300 1994 600 1487

300

415

14A4.2

6940

113

235

Core and grout end bar in to concrete slab below

Basement

145931

North East Grade

147700

Painted canopy structure

New concrete retaining wall - see Structural

Guardrail G1Guardrail G11

A4.2

Handrail H1

324

150

750

1179

2371

1070

1070

Handrail H1

Guardrail G1

Guardrail G2

Roof R3

900

900

590

Recessed step lights, typ.

- see Electricaltyp.

600

200

200

Basement

145931

South East Grade

148620

16 e

qual

rise

rs

2689

Guardrail G1

5A4.2

900

Handrail H1

1070

900

Level 1

150300

Basement

145931

A2A4.21

A4.2

Guardrail G2

Guardrail G1

1010

South East Grade

148620

North East Grade

147700

CICS

2371

Existing gas meter assembly to remain

CICS CICS CICS

3701

Existing brick line shown dashed

7A4.2 8

A4.2Align canopy structure

and mullionsAlign canopy structure and mullionRoof R3

Guardrail G2

Guardrail G1

varie

s

1175

Align top of guard with top of CICS wall

Materials Legend

ACT Acoustic Ceiling TileCMU Concrete Masonry (Painted)CICS Continuous Insulation Cladding

SystemEPO Epoxy EXIST ExistingEXP ExposedFRP Fiberglass Reinforced Panel GWB Gypsum Wallboard (Painted)PAV Concrete PaversPOR Porcelain TilePRG Concrete PargingPLAM Plastic LaminatePT Paint FinishPV Paving Stones RB Rubber BaseRES Resilient FlooringSCW Solid Core WoodSOL Solid SurfaceSP Solid Phenolic Toilet PartitionsSS Stainless SteelTGL Tempered Glass

Basement

145931

North East Grade

147700

Retaining wall and Guardrail G2 beyond

Guardrail G1

Handrail H1

Guardrail G1

North East Grade

147700

147850

Handrail H1

Guardrail G1

1070

900

900

1200 max.

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 indicated18_39

A4.1

2671 Islington Ave Renovation

2669-2671 Islington Avenue

Exterior Plan & Sections

2019.08.19

1 : 501 Detail Plan - Basement Courtyard

1 : 502 Section Thru Courtyard East 1 : 503 Section Thru Stairs

1 : 505 Cross Section Thru Courtyard1 : 504 Section Thru Courtyard West

1 : 506 Cross Section Thru Upper Ramp

1 : 507 Partial Section Thru Ramp West

Rev Description Date

6 Issued for 75% Costing 19.04.117 Issued for Permit/Tender 19.05.318 Issued for Tender 19.06.1412 Issued for Construction 19.10.18

Basement

145931

149800

75 75

148302Circular HSS columns - see Structural

100mm unit paverson 20mm sand baseSloped 150mm concrete slab

120

Concrete retaining wall and footing- see Structural

Concrete toppingHeating cables & insultation

Sloped ramp slab- see Structural

150

Cold applied waterproofing (Spec 071420)

complete with drainage board & 25mm rigid

insulation

T.O. Steel

Base plate anchored below topping slab

- see Structural

Guardrail G2

Bent steel plate to support perimeter

framing

Lap roof membrane over perimeter framing

on to vertical face

Pre-fin metal cap flashingtyp. at South, East and North perimeter parapet

FRC panels on lightweight secondary framing

Weld joint and grind smooth. Paint all

canopy structure, typ.

Roof R3

50

50

Varies

113

Level 1

150300

A

Existing soldier course and shelf angle

HSS column - see Structural.

T.O Steel

Cold applied waterproofing (Spec 071420)& 50mm rigid insulation

Curtain wall/doors as scheduled

Sprayfoam insulation

Pre-fin metal drip flashing & caulking

Lap AV transition membrane on to web of steel beam and behind

existing insulation

149800T.O. Steel

Curtain wall framing

3703

224

85

152

Caulking

149835

Bent steel plate, painted typ.

150

Threshold

Canopy HSS beam - see Structural

120

New GWB ceilingAlign75

Footing enlargementsee Structural

7050

5

Handrail H2 above

70mm x 10mm standoff

Wire mesh panel c/w continuous proprietary U-edgeWelded or mechanically fastened to standoff tabs

Face of concrete wall below

Circular HSS Column- see StructuralBottom rail

below

112

6mm x 38mm standoff

38

35

A

Pre-fin metal sill, typ.

A/V barrier transition mebrane

Curtain wall framing

Existing soldier course and shelf angle

HSS column - see Structural

Sprayfoam insulation

T.O. Steel

Align

800

85

T.O Steel

Curtain wall/doors as scheduled

Pre-fin metal drip flashing & caulking

Lap AV transition membrane on to web of steel beam and behind

existing insulation

Curtain wall framing

Caulking

149835

Bent steel platepainted, typ.

150 140

149775

Solid surface sill (mitred edge) typ.

12mm Drywall reveal, typ.

Cold applied waterproofing (Spec 071420)& 50mm rigid insulation

Align new wall finish and tie in to existing

Align new wall finish and tie in to existing

Tile floor finish and base as specified

EW4

Pre-fin metal flashing

New GWB ceilingAlign

Pre-fin metal flashing

Lap AV transition membrane over flashing

100

Footing enlargementsee Structural

Acrylic based fibre-reinforced foundation waterproofing

Spec 072400

168

typ.

305 typ.

Visual contrast nosing stripE301 - Photoluminescent leadign edge

by Kinesik Engineered Products Inc.Provide 51mm x 2mm recess

at each tread, typ.

Level 1

150300

Basement

145931

A

Existing weepholes and thru-wall flashing

100

Cold applied waterproofing (Spec 071420)

& 50mm rigid insulation

EW4a

Pre-fin metal flashing

Caulking

AV transition membrane to lap up behind existing

insulation. Remove and temporarily support existing bricks to enable installation

Acrylic based fibre-reinforced foundation waterproofing

Spec 072400

HSS beam- see Structural

Bent steel plate to support perimeter framing

Lap roof membrane over perimeter framing

on to vertical face

Pre-fin metal cap flashingtyp. at South, East and North perimeter parapet

FRC panels on lightweight secondary framing

Weld joint and grind smooth. Paint all

canopy structure, typ.

Roof R3

T.O. Steel149775

Bent steel plate to support perimeter framing

Lap roof membrane over perimeter framing on to vertical face

.

Weld joint and grind smooth. Paint all canopy structure, typ.

Metal scupper

A

Line of solid surface sill (mitred edge) above.

HSS column- see Structural

Dashed line of curtain wall framing above

Door as scheduled

Dashed line of pre-fin metal flashing above

EW4

Tie AV transition membrane in to jamb of curtain wall

framing, typ.

Backer rod and sealant, typ.

150

7515

0

50 150

264

64

70mm x 10mm standoff beyond welded to primary HSS column

Woven wire mesh panel c/w continuous proprietary U-edge (Spec 055000 2.1.9)Welded or mechanically fastened to standoff tabs

70mm x 10mm steel top rail

35

50

70mm x 10mm steel bottom rail

varie

s - s

ee e

leva

tions

HSS column beyond.painted, typ.

Face of concrete wall below

5

38 70

All steel members to be galvanized and painted

at Guardrail G250mm x 10mm steel baluster beyondspace at 1200mm o.c max, core & grouted in to concrete wall min. 150mm deep with non-shrink epoxy grout, typ.

10mm dia. steel pickets,spaced at 100mm o.c, typ.

50mm x 10mm steel top rail

50

70mm x 10mm steel bottom rail

1070

Face of concrete wall below

75

50

All steel members to be raw galvanized finish at

Guardrail G1

All steel members to be raw galvanized finish at

Handrail H1

900

38mm x 38mm x 6mm wall plate with 2 bolts and cinch anchors fastened to wall at 1200mm o.c. maxequal spaced.Place first and last mounting location max 300mm from end of rail

38mm dia. steel pipe continuous pipe handrail

60

Elevation View26

6mm thk. steel standoff

50

900

38mm dia. steel pipe continuous pipe handrail

60

Elevation View

26

6mm thk. steel standoff welded to Guardrail G1 stanchion at 1200mm o.c. Place first and last mounting location max 300mm from end of rail

50

Face of wall below

Guardrail G1

70mm x 10mm steel jamb

Guardrail G2Woven wire mesh panel c/w

continuous proprietary U-edge (Spec 055000 2.1.9)

Welded or mechanically fastened to standoff tabs & HSS

50mm x 38mm HSS between top and bottom rail for wiring & keyswitch mounting.Painted, typ.

Gate DB000L51 x 51 x 6.4 perimeter

frame with woven wire mesh panel & cont. U-edge, typ.

Provide C75 x 6.1 mid rail for exit device mounting

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 indicated18_39

A4.2

2671 Islington Ave Renovation

2669-2671 Islington Avenue

Courtyard, Canopy &Guardrail Details

2019.08.19

1 : 101 Section Detail - Ramp Wall / Screen / Canopy1 : 102Section Detail - New Opening at Door & TrellisCanopy

1 : 53 Plan Detail - Canopy Column / Guardrail G2

1 : 104 Section Detail - Glazing Sill1 : 55 Section Detail - Stair Treads

1 : 106 Section Detail - Stair S2 Exterior Wall

1 : 107 Section Detail - Canopy Roof South1 : 108 Section Detail - Canopy Roof North

1 : 59 Detail Plan - Door Jamb

1 : 511 Guardrail G2 Section Detail1 : 510 Guardrail G1 Section Detail

Handrail / Guardrail Details

1 : 512 Handrail H1 Section Detail at Wall1 : 513 Handrail H1 Section Detail at Guardrail

1 : 514 Detail Plan - Gate DB000 Jamb

Rev Description Date

7 Issued for Permit/Tender 19.05.318 Issued for Tender 19.06.1412 Issued for Construction 19.10.18

Roof - Lower

161527

200m

m m

in.

Pre-fin alum cap flashing on sloped

plywood framing

Lap A/V transition barrier from face of

framing over parapet min 150mm

Roof membrane base sheet to carry up over parapet framing

100

R1

Existing wall assembly to remain

Existing soffit and gutter to remain

Existing roof to remain

Existing roof slab to remain

Cant. strip

Notch cap flashing around post beneath existing metal plate. Caulk around plate perimeter

Existing roof support fins, plates and posts to remain

Ex. High Parapet

162060

Ex. Low Parapet

161730

1' -

1"0'

- 8"

Roof - Lower

161527

Ex. High Parapet

162060

Pre-fin alum cap flashing on sloped

plywood framing

Lap A/V transition barrier to lap over concrete upstand

Roof membrane base sheet to carry up over parapet framing and on to vertical face

100

R1

Existing wall assembly to remain

Existing soffit and gutter to remain

Existing roof to remain

Existing roof slab to remain

Notch cap flashing around post beneath existing metal plate. Caulk around plate perimeter

Existing roof support fins, plates and posts to remain

200m

m m

i n.

Roof - Lower

161527

Pre-fin metal flashing

R1

Existing wall assembly to remain

Cut back existing corrugated metal

cladding to suit new roof and reglet flashing.Add new base trim

200m

m m

in.

Pre-fin metal cap flashing

Lap A/V transition barrier over parapet on to vertical face of framing

Cut back existing roof membrane to interior face of parapet. Lap and

seal new roof membrane over parapet framing and on to existing

164957New Parapet /

Insulation High Pt

R2

Flute closure and seal

Program Room Roof

163864

Pre-fin alum cap flashing on sloped

plywood framing

Lap A/V transition barrier to lap over concrete upstand

Roof membrane base sheet to carry up over parapet framing and on to vertical face

100

R1

1524

site

ver

ify

Roof membrane cap sheet lapped on to continuous

pre-fin metal flashing

Lap A/V transition barrier over parapet on to

vertical face of framing

164957New Parapet /

Insulation High Pt 100

Existing corrugated metal cladding

Add new corrugated metal cladding to

match existing

R2

Program Room Roof

163864

Reglet flashingheight/depth to match parapet cap flashing beyond

R1

Level 1

150300

Level 2

154669

A

North East Grade

147700

10A4.3

11A4.3

1:6Roof R4

EW2

Locally remove and reinstate brick veneer to suit new wall plates

- see Structural

Roof R4Z-stiffners as req'd (provide

butyl tape under z-bar)

J-channel support

Gutter

Gutter clips

Lap A/V transition membrane on to J-

channel. Provide weep holes

1:625

EW2

220

Lap AV transition membrane on to thru-wall pre-fin

metal flashingLintel beam- see Structural

200m

m m

in.

Roof R4

Pre-fin metal flashingReturn flashing at North and South

sides - caulk joint at brick

Tuck flashing behind existing sill flashing and caulk. Provide reglet ea.

side of window to match sill height

HSS Support -see Structural

Roof - Lower

161527

Roof drain

Lap cap sheet over drain flange and reinforcement membrane as per manufacturers detail

Existing roof drain slab penetration

R1

Level 1

150300

1

North East Grade

147700

Connect gutter in to existing RWL

EW2EW2

9A4.3

North East Grade

147700

200

600

Thru-wall membrane flashing at top of foundation/curb wall, typ.

Pre-finsihed metal sill flashing over sloped pressue treated wood blocking

EW2

Lap A/V transition membrane over flashing

Floor F1

350

Roof - Lower

161527

Existing HSS column to remain

200

Sealant, typ.

Pre-fin metal flashing

Cap sheet

Base sheetR1

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 indicated18_39

A4.3

2671 Islington Ave Renovation

2669-2671 Islington Avenue

Waste Storage & RoofingDetails

2019.08.19

1 : 103 Section Detail - Lower Roof Low Parapet1 : 104 Section Detail - Lower Roof High Parapet

1 : 105 Section Detail - Lower Roof Gable

1 : 106 Section Detail - Upper Roof Parapet1 : 101 Section Detail - Program Room Roof Flashing

1 : 107 Section Detail - Upper Roof Gable1 : 108 Section Detail - Program Room Roof Reglet

1 : 502 Section Thru Waste Storage - South1 : 1010 Section Detail - Waste Storage Door & Gutter

1 : 1011 Section Detail - Waste Storage Roof at Exterior Wall

1 : 1012 Section Detail - Roof Drain

1 : 5013 Section Thru Waste Storage - West1 : 109 Section Thru Waste Storage - Typical Wall

1 : 1014 Section Detail - Existing Column

Rev Description Date

6 Issued for 75% Costing 19.04.117 Issued for Permit/Tender 19.05.318 Issued for Tender 19.06.1412 Issued for Construction 19.10.18