Appendix B Joint Administrative Building

Published January 1, 2022

Word Count 16785 words

Reading Time 79 min read

Body: Council Type: Document Meeting: Committee Date: 2022 Collection: Agenda Attachments Municipality: Frontenac County

[View Document (PDF)](/docs/frontenac-county/Item Attachments/Agenda Item/2022/April/2022-036 Frontenac Accessibility Advisory Committee Redevelopment of the County Administration Building Ms. Sonya Bolton, Manager of Community Plannin/Appendix B Joint Administrative Building.pdf)

Document Text

NOTES:

C0PYRIGHT THIS DRAWING AND DESIGN ARE THE COPYRIGHT PROPERTY OF COLBOURNE & KEMBEL, ARCHITECTS INC. AND MUST NOT BE COPIED, REPRODUCED, OR DISTRIBUTED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. ISSUED COPIES MUST BE RETURNED TO THE ARCHITECT UPON COMPLETION.

A A.1

DRAWINGS MUST NOT BE SCALED. VERIFY DIMENSIONS ON SITE

GRID A IS FACE OF EXIST BUILDING 7.5°

17.5°

27.5°

1838 350

1569

2.5°

1120

481

296

136

481

75 5

755

5 20

1159

2 95

1295

350

27.5°

22.5°

17.5°

12.5° 2.5°

1120

1569

24 25

205 7.5°

12.5°

205 22.5°

350

535

317 3300

125

2375

2818

3300

A A.1

CENTRE

FOUNDATOIN WALL DIMENSIONS SCALE:

10m

1 : 50

A.1

B 5771

2 315

C 1550

125 5626

GRID A IS FACE OF EXIST BUILDING

270

265

GRID C IS FACE OF EXIST BUILDING

1700

125

350 920

1 316

265 1490

4605 2959

3755

100

3 316

100

4 316

190

890

350

350 125

GRID 3.1 IS FACE OF EXIST BUILDING

125

3.1

475

350

1110 535

6095

200

140

1689

1405

FLOOR RECESSED 76mm FOR LIFT PIT

5 316

F1 13 3 315

125

2 No.

350

TC BY

ISSUED FOR 95% REVIEW REVISIONS/SUBMISSIONS

22/03/15 DATE

219

350

2908

5 315

350

205

GRID A IS FACE OF EXIST BUILDING

FN1

PROJECT

635

125

22 6 316

1280

125

4705

200

350

COUNTY OF FRONTENAC ADMIN OFFICES

475

FN1

4 315

2069 BATTERSEA RD, GLENBURNIE, ON

1159 136

1295

DRAWING

FN1

4 316

FOUNDATION PLAN

318

3 316

FN1

SCALE

As indicated

TO FACE OF EXISTING WALL

317

535 20

40 595

301

125 2375 555

A A.1 3300

2818

3300

PROFESSIONAL SEAL

DRAWN

DATE

TB/CG

1 315

CHECKED

F CENTRE

REVIEWED

FOUNDATION PLAN SCALE:

1 : 100

DEC 2020 PRINTED

2022/03/15 DRAWING No.

PROJECT No.

10m NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

20027

301

NOTES:

2 315

L GROUND FLOOR 116.05

2028

A.1

1 316

307

310

3 316

4 316

1 TO FACE OF EXIST CHIMNEY

HOUSE BASEMENT 113.59

ADDITION BASEMENT 112.85 UNEXCAVATED

STORAGE

ADDITION U/S FOOTINGS 112.13

026

3.1 STAIRS

COPY

W/R

030

040

033

STORAGE

026

CORR.

CORRIDOR

022

027

3 303

025

1 : 50

LIFT

CORRIDOR

024

032

039

034

029

030

CORRIDOR DN

041

OFFICE

036

035 035

5 316

SCALE:

KITCHEN

038

023

039 STAIR SECTION

029

021A

W/R

034

036

023

STORAGE

033

13 3 315

OFFICE

STORAGE

028

2 1 No.

025 028

STORAGE

031

021

IT ROOM

ISSUED FOR 95% REVIEW ISSUED FOR SITE PLAN CONTROL REVISIONS/SUBMISSIONS

22/03/15 22/01/17 DATE

WORKSTATIONS 037

038

TC TC BY

VESTIBULE

021B

031

21 031X

22 COPY

W/R

STORAGE

040

033

034

5 315

6 316

COUNTY OF FRONTENAC ADMIN OFFICES

UNEXCAVATED

4 315

2069 BATTERSEA RD, GLENBURNIE, ON

DRAWING

BASEMENT FLOOR CONSTRUCTION PLAN

24 CORRIDOR

PROJECT

039

SCALE

As indicated

PROFESSIONAL SEAL

DRAWN

DATE

TB/CG

CENTRE

1 315

CHECKED

W/R 033 PLAN SCALE:

1 : 25

REVIEWED

BASEMENT CONSTRUCTION PLAN SCALE:

1 : 100

DEC 2020 PRINTED

2022/03/15 DRAWING No.

TC PROJECT No.

10m NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

20027

302

NOTES:

38-50

920

42 OD HSS RAIL, PAINT FINISH. ALL BENDS FROM WELDED PIPE ELBOWS. GRIND OFF AND MAKE SMOOTH ALL WELDS, RAISED LETTERS AND SYMBOLS

255

WALL RAIL, REFER TO DETAIL 4 / 303

METAL PAN AND RISER, PAINT FINISH ON EXPOSED SIDES, FILLED WITH CONCRETE

19 DIA PAINTED STEEL BAR BRACKETS AT 1200mm MAX O.C.

C250 x 23 STEEL STRINGER, PAINT FINISH

164

30°

FACE OF WALL

25 x 25 STEEL ANGLES WELDED TO STRINGER AND TREADS/RISERS, PAINT FINISH

75 x 75 x 5 STEEL ANGLE WELDED TO STRINGER AND ANCHORED TO FLOOR

100 DIA x 6 PAINTED STEEL WALL PLATES W/3-15 DIA x 100 COUNTERSUNK ANCHORS

114.57 LEVEL 0

STAIR DETAIL SCALE:

4 0.2m

0.4m

0.8m

0.6m

TYPICAL WALL MOUNTED HANDRAIL SCALE:

1 : 10

0.1m

0.2m

0.1m

0.2m

1:2

PROVIDE P2 (1 HR) WALL PRIOR TO DEMOLITION OF EXISTING STAIR

A.1 EXISTING FLOOR EXISTING STEEL FRAMING

118.06 LEVEL 1

555

2040

011B

REMOVE EXISTING TERRAZZO AND CONCRETE STAIR AND RAILINGS 300

8 T @ 255

MENS WR

PROVIDE WALL RAIL ON BOTH SIDES OF STAIR, REFER TO DETAIL 4 / 303

010

EXISTING ELECTRICAL 020

9 R @ 164.5

WOMENS WR

EXISTING STEEL FRAMING

1 : 50

P10 P5

P10

P5 P10

1 321

P4 006

P5 P10

COPIER/ STORAGE

008

P4 P3 P4

COFFEE 964 STATION 019

WORKSTATIONS

6221

7 323

001

6892

5323

WORKSTATIONS 005

014

P10

2 321

WORKSTATIONS 007

WORKSTATIONS 014

CORRIDOR 018

3 303

P10

ELEV OFFICE 013

013

2 321

REVERSED

4216

F20

REFER TO 2 / 308 WEST GROUND FLOOR PLAN FOR NEW STAIR AND RAILINGS

012

P1 5335

P4 P4

303 6876

SHARED MEETING ROOM 012

011

P5 004

002

6524

2900

4132

3.1

3017

011

006

P5 P4

P4 P1

015

004

4160

1100

STAIR TO LEVEL 0 SECTION SCALE:

003

MEETING ROOM

1726

4301

COLLAB ROOM

SHARED MEETING ROOM

303

OFFICE

4273

002

OFFICE

EXISTING SLAB ON GRADE

009

7 323

3607

114.57 LEVEL 0

EXISTING WALL

1988

EXISTING FLOOR

003

± 1480

116.05 GROUND FLOOR

SHARED MEETING ROOM

017

2 No.

TC BY

ISSUED FOR 95% REVIEW REVISIONS/SUBMISSIONS

22/03/15 DATE

015 1896

WOMENS WR 009

4048

9 323

10 323

COPIER/ STORAGE

8 323

016

001

COFFEE STATION

008

± 2661

COPIER N.I.C.

1665

2516

F25

EXIT STAIR

EW10 BELOW

PROJECT

COUNTY OF FRONTENAC ADMIN OFFICES

5 315

2069 BATTERSEA RD, GLENBURNIE, ON

DRAWING

019

LEVEL 0 CONSTRUCTION PLAN

24 800

25 2540

800

1750

954

92 SCALE

As indicated

PROFESSIONAL SEAL

DRAWN

DATE

TB/CG

CENTRE

CHECKED

ENLARGED COFFEE STATION PLAN SCALE:

1 : 50

1 5m

REVIEWED

LEVEL 0 CONSTRUCTION PLAN SCALE:

1 : 100

DEC 2020 PRINTED

2022/03/15 DRAWING No.

PROJECT No.

10m NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

20027

303

FINISH THIS

FINISH THIS 92

L SND

104 ø 00 15

FLUSH SIDE

900

MIN

PTL

FINISHED WALL

600

PDO

W/R 92

SDP

GROUP ROOM

MIN TOE CLEARANCE

INSULATED PIPES 280

W/R

UNIV W/R

123

124

300

209

MIN

PDO PTD

FINISHED FLOOR

W/R

1765

350 MIN

211 TOE CLEARANCE

685 MIN

KNEE CLEARANCE

735 MIN

5 304

CLEAR

1500 CLEAR

865 MAX

10 1360

208

200 MIN

DRAWINGS MUST NOT BE SCALED. VERIFY DIMENSIONS ON SITE

SDP

CLEAR

CORRIDOR

KNEE CLEARANCE

CLEAR

BF W/R

6 304 GB

920

PTD

TPD

1693

460

GB-L

NOTES:

105

430

314

1516

1388

CORRIDOR

121 TPD

B/F SINK MOUNTING HEIGHT SCALE:

0.2m

0.4m

0.8m

0.6m

1 : 10

W/R 211 FLOOR PLAN

SCALE:

1 : 25

SCALE:

1 : 25

1 316

600 MINIMUM LENGTH

308

460 - 480mm

A A.1

FLUSH SIDE

W/R

106X

100

120

OFFICE

119

117

116 117

STAIR/EXIT

101

106

122

110

113

113B

125

126

127

5 316 127X

13 3 315

112

111

128C

121

BREAK ROOM

BREAKOUT SPACE

127B

121

109

107

124 124

CORRIDOR

102

KITCHEN

127A

CORRIDOR

3 303 38-50mm CLEAR

103A FHC

CORRIDOR

UNIV W/R

128B

5 316

MEETING 113A

103

123 122

RECEPTION

105

123

126

OFFICE 114

105

STORAGE 111

760 X 760mm L SHAPED GRAB BAR

OR 150 ABOVE TOP OF TOILET TANK

TRAINING/ MEETING ROOM

108

109

CLERK 112

107X

ISSUED FOR 95% REVIEW ISSUED FOR SITE PLAN CONTROL REVISIONS/SUBMISSIONS

22/03/15 22/01/17 DATE

128

PROJECT

600 MIN

TOP OF SEAT

430-485mm

MAX.

800 MAX 750

300

6 316

SHARED COLLAB SPACE

5 315 GRID A IS FACE OF EXIST BUILDING

COUNTY OF FRONTENAC ADMIN OFFICES 4 315

107

2069 BATTERSEA RD, GLENBURNIE, ON

DRAWING

GROUND FLOOR CONSTRUCTION PLAN SCALE

0.2m

0.4m

0.6m

A A.1

As indicated

PROFESSIONAL SEAL

CENTRE

DRAWN

DATE

TB/CG

1 315

CHECKED

BARRIER-FREE TOILET SIDE ELEVATION 1 : 10

MEETING ROOM

TC TC BY

NOTES:

MOUNT SOAP AND TOWEL DISPENSERS, HAND DRYERS, VENDING MACHINES AND WASTE RECEPTACLES WITH THEIR OPERATING DEVICES (CRANKS, LEVERS, BUTTONS, SLOTS, ETC.) AT HEIGHTS STIPULATED BY THE ONTARIO BUILDING CODE’S BARRIER FREE DESIGN SECTION.
ALL GRAB BARS TO BE 30 - 40mm DIA. AND HAVE SLIP RESISTANT SURFACE.
FINISH TYPE 304 STAINLESS STEEL WITH A SATIN FINISH AND PEENED GRIP W/ CONCEALED MOUNTING TO BE INSTALLED TO RESIST A LOAD OF AT LEAST 1.3KN APPLIED VERTICALLY OR HORIZONTALLY

SCALE:

2 1 No.

150

24 25

VEST

125

W/R

118

W/R

840 - 920mm A.F.F

115

1 : 10

600mm LONG GRAB BAR CENTERED OVER TOILET

OFFICE

110

0.8m

0.6m

115

OFFICE

104

0.4m

103B

BF W/R 104

0.2m

113

118

B/F TOILET FRONT ELEVATION 0m

CORRIDOR

119

LOBBY

GRID 3.1 IS FACE OF THIS WALL

3.1

SCALE:

100X

WALL FACE

900 TO 1100

VEST

6 315

310

GRID C IS FACE OF EXIST BUILDING

FRONT ELEVATION

4 316

GRID A IS FACE OF EXIST BUILDING 150

3 316

2 315

25mm HIGH RED LETTERS WITH A 5mm STROKE ON WHITE ACRYLIC BACKGROUND

EMERGENCY PUSH BUTTON

UNIV W/R 124 AND W/R 129 PLAN

114

250

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

SCALE:

128A

309

BF W/R 104 AND W/R 105 PLAN

122X

REFERENCE:

500

116

0.8m

REVIEWED

GROUND FLOOR CONSTRUCTION PLAN SCALE:

1 : 100

DEC 2020 PRINTED

2022/03/15 DRAWING No.

TC PROJECT No.

10m NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

20027

304

NOTES:

1536 920

12 T @ 128

DRAWINGS MUST NOT BE SCALED. VERIFY DIMENSIONS ON SITE

EXISTING FLOOR DECORATIVE WOOD RAILINGS AND GUARDS

CORRIDOR 208

OFFICE

± 2964

FINISH FLOORING ON 19 PLYWOOD LANDING ON WOOD JOIST FRAMING

FACE OF WALL BEYOND

DECORATIVE WOOD POST

125 x 50 x 5 STEEL CHANNEL STRINGERS

GROUND FLOOR 116.05

ALL STEEL, PAINT FINISH

026 P1

2460

STORAGE

50 x 75 x 6.35 STEEL ANGLE, WELD TO STRINGER AND ANCHOR TO FLOOR

WALL INFILL BELOW STAIRS

13 R @ 189

2 LAYERS 16 TYPE X GYPSUM BOARD

119.41

STAIR SECTION 1 SCALE:

HOUSE BASEMENT 113.59

2100 MIMIMUM

WOOD TREADS AND RISERS ON NOTCHED WOOD STRINGER

SECOND FLOOR

ATTIC LADDER DETAIL SCALE:

1 : 50

32 x 32 x 6.35 x100 LONG STEEL ANGLES AT EACH END OF EACH TREAD

113

1680

9 R @ 187

555

127 x 38 SAFETY-GRIP STAIR TREADS

WOOD TREADS AND RISERS ON NOTCHED WOOD STRINGER

1680

113 P1

GROUND FLOOR 116.05

030

CORRIDOR

114

2 LAYERS 16 TYPE X GYPSUM BOARD

STAIRS

DECORATIVE WOOD RAILINGS AND GUARDS

12 R @ 247

OFFICE

WALL INFILL BELOW STAIRS DECORATIVE WOOD POST

42 OD HSS RAIL, ALL BENDS FROM WELDED PIPE ELBOWS. GRIND OFF AND MAKE SMOOTH ALL WELDS, RAISED LETTERS AND SYMBOLS

2040

113

114

SECOND FLOOR 119.41

8 T @ 255

CORRIDOR

OFFICE

208

1680

WOOD TREADS AND RISERS ON NOTCHED WOOD STRINGER

1680

9 R @ 187

SECOND FLOOR 119.41

FINISH FLOORING ON 19 PLYWOOD LANDING ON WOOD JOIST FRAMING

CORRIDOR DECORATIVE WOOD POSTS

207

920

207

50 x 75 x 6.35 STEEL ANGLE, WELD TO STRINGER AND ANCHOR TO FLOOR

9 R @ 187

DECORATIVE WOOD POSTS

1070

OFFICE

122.38 ATTIC 1070 HIGH DECORATIVE WOOD GUARD

1 : 25

STAIR SECTION 2 SCALE:

1 : 50

2 SKA1

3 316

2 315

309

4 316

1 316

A.1

1 W/R

WORKSTATIONS

214

215

213

W12 321 W12

6 315

216

OFFICE

213

216 215

3 3.1

STORAGE 212

PROVIDE P2 (1 HR) WALL PRIOR TO DEMOLITION OF EXISTING STAIR

210

211

212

STORAGE

W/R 211

OFFICE GROUP ROOM

207 207

209

5 316

12 5 316

206

208

OFFICE

CORRIDOR

206

208

OFFICE POD

201

202 202

OFFICE 201

3 315

205

OFFICE

204 204

3 303

5 306

2 1 No.

205

TC TC BY

ISSUED FOR 95% REVIEW ISSUED FOR SITE PLAN CONTROL REVISIONS/SUBMISSIONS

22/03/15 22/01/17 DATE

WORKSTATIONS 203

14 PROJECT

COUNTY OF FRONTENAC ADMIN OFFICES

5 315

6 316

4 315

2069 BATTERSEA RD, GLENBURNIE, ON

DRAWING

SECOND FLOOR CONSTRUCTION PLAN AND ATTIC PLAN

24 25

SCALE

As indicated

PROFESSIONAL SEAL

DRAWN

DATE

TB/CG

CENTRE

1 SKA1

1 315

CHECKED

ATTIC PLAN SCALE:

1 : 100

1 2m

10m

REVIEWED

SECOND FLOOR CONSTRUCTION PLAN SCALE:

1 : 100

DEC 2020 PRINTED

2022/03/15 DRAWING No.

TC PROJECT No.

10m NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

20027

305

NOTES:

EXISTING WALL SAWCUT REGLET AT NEAREST MASONRY JOINT AND WEDGE AND CAULK FLASHING INTO REGLET

EXISTING ROOF

TYPICAL NEW ROOF ASSEMBLY: 2 PLY MODIFIED BITUMINOUS MEMBRANE 6mm PROTECTION BOARD 1% TAPERED ISO INSULATION TO DRAIN 125mm BASE ISO INSULATION 1 PLY 2.2 MODIFIED BITUMINOUS VAPOUR BARRIER 13mm DENSDECK BOARD

PREFINISHED METAL FLASHING EXTEND NEW ROOFING MEMBRANE UP AND OVER PARAPET AND MINIMUM 200 UP EXISTING WALL

CONTINUOUS CANT STRIP

NEW ROOF ASSEMBLY PREFINISHED METAL FLASHING 16 EXTERIOR GRADE PLYWOOD SHEATHING ON 38 x 64 WOOD STUD FRAMING AT 400 O.C., FILL VOIDS WITH MINERAL FIBRE INSULATION

PREFINISHED METAL FLASHING CONTINUOUS LOCKING STRIP AND DRIP

119.21

SLOPE

PREFINISHED METAL FLASHING

16 PLYWOOD ON 152 STEEL STUD FRAMING AT 400 O.C., FILL VOIDS W/ MINERAL WOOL INSULATION

EXTEND NEW ROOFING MEMBRANE UP AND OVER PARAPET AND TIE IN TO EXISTING ROOF MEMBRANE

CONTINUOUS LOCKING STRIP

NEATLY CUT OUT EXISTING ROOFING AND INSULATION AS REQUIRED TO COMPLETE WORK. PROVIDE INSULATION, TAPERED INSULATION, 6mm PROTECTION BOARD AND ROOFING MEMBRANE

16 EXTERIOR GRADE PLYWOOD SHEATHING ON 38 x 89 WOOD STUD FRAMING AT 400 O.C., FILL VOIDS WITH MINERAL FIBRE INSULATION

EXISTING ROOFING, INSULATION AND VAPOUR BARRIER

CONTINUOUS CANT STRIP

LAP AND SPLICE NEW ROOFING MEMBRANE INTO EXISTING ROOFING MEMBRANE

T/O STEEL PRESSURE TREATED WOOD BLOCKING

100

STEEL DECK

CONNECT NEW VAPOUR BARRIER TO EXISTING VAPOUR BARRIER

PROVIDE CONTINUOUS 450 WIDE 16 x EXTERIOR GRADE PLYWOOD STRIP

FILL VOID WITH MINERAL FIBRE INSULATION

EXISTING ROOF DECK

TYPICAL SCUPPER DETAIL SCALE:

0.2m

0.4m

3 0.8m

0.6m

REFERENCE:

PREFIN METAL SIDING 22 FURRING CHANNELS SELF ADHERING WATERPROOF MEMBRANE 16 PLYWOOD

650

1 316

A A.1

MINIMUM UNOBSTRUCTED GLASS AREA REQUIRED (WITH ELEC. LIGHTS): 2.0m2 (5%) MINIMUM UNOBSTRUCTED GLASS AREA PROVIDED: 3.8m2 (12.5%)

114

2600

1 306

20 322

LOBBY

EXISTING CANOPY

4 316

PREFINISHED METAL FLASHING

NEW EXHAUST VENTS. CUT BACK EXISTING ROOFING, INSULATION AND ROOF DECK TO ACCOMMODATE NEW EXHAUST AND PLUMBING VENTS. PROVIDE NEW INSULATION, ROOFING MEMBRANE AND FLASHINGS. LAP AND SPLICE NEW ROOFING MEMBRANE INTO EXISTING ROOFING MEMBRANE TO MAKE WATER TIGHT

NEW PLUMBING VENT

12 3 306

EXISTING FLAT ROOF (SECOND FLOOR LINK)

EXISTING FLAT ROOF

EXISTING SLOPED ROOF

PREFINISHED METAL FLASHING

VAPOUR BARRIER

150 COMPACTED GRANULAR ‘A’

600

SCUPPER, REFER TO DETAIL 5 / 306

1% 175

PREFINISHED METAL FLASHING

24 25

CONCRETE FOUNDATION WALL

A A.1

CENTRE

ENTRANCE CANOPY WALL SECTION 0m

0.4m

0.8m

1.2m

1.6m

2 2m

SCUPPER, REFER TO DETAIL 5 / 306

100

FREE DRAINING GRANULAR FILL

1 : 20

EXISTING CANOPY

6 316

WATERPROOF MEMBRANE

SCALE:

75 RIGID INSULATION

TYPICAL ROOF ASSEMBLY: 2 PLY MODIFIED BITUMINOUS MEMBRANE 6mm PROTECTION BOARD TAPERED ISO INSULATION 75 POLYISOCYANURATE INSULATION 90 POLYISOCYANURATE INSULATION 1 PLY 2.2 MODIFIED BITUMINOUS VAPOUR BARRIER 13mm DENSDECK BOARD STEEL DECK

PROJECT

COUNTY OF FRONTENAC ADMIN OFFICES 2069 BATTERSEA RD, GLENBURNIE, ON DRAWING

PREFINISHED METAL FLASHING

ROOF PLAN AND DETAILS F

SCALE

As indicated PROFESSIONAL SEAL

1 : 100

DRAWN

DATE

TB CHECKED

JC REVIEWED

ROOF PLAN SCALE:

22/03/15 DATE

PREFINISHED METAL FLASHING

3 306

ISSUED FOR 95% REVIEW REVISIONS/SUBMISSIONS

2% RD

COMPACTED GRANULAR ‘B’

TC BY

116.05 GROUND FLOOR

2 No.

3 306

1220 WIDE, 75 RIGID INSULATION (R-15)

POURED CONCRETE

100 CONCRETE SLAB

150 COMPACTED GRANULAR ‘A’

PREMOLDED JOINT FILLER

CONCRETE UNIT PAVERS ON STONE DUST ON GRANULAR ‘B’

SCUPPER, REFER TO DETAIL 5 / 306

CAULKING AND ROPE

PREFINISHED METAL FLASHING

EXISTING FLAT ROOF

101

CAULKING AND ROPE

0.5m

3.1

EXISTING FLAT ROOF

5 316

0.4m

0.3m

267

THERMALLY BROKEN ALUMINUM STOREFRONT WITH SEALED INSULATING GLASS

0.2m

3 316

3 306

EXISTING WINDOW TO REMAIN WITH AREA OF UNOBSTRUCTED GLASS 0.5m2

3160

800

0.1m

NEW WINDOW WITH AREA OF UNOBSTRUCTED GLASS 0.5m2 REFER TO 1 / 320

ACT2 AT 2600 AFF 75 RIGID INSUL AIR BARRIER 16 EXTERIOR GRADE PLYWOOD SHEATHING 152 STRUCTURAL METAL STUD FRAMING AT 400 O.C. 150 BATT INSULATION VAPOUR BARRIER 16 GYPSUM BOARD

PREFINISHED METAL FLASHING

PREFINISHED METAL SOFFIT 22 FURRING CHANNELS SELF ADHERING WATERPROOF MEMBRANE 16 PLYWOOD 64 STEEL STUD FRAMING AT 400 O.C.

SCALE:

SCUPPER, REFER TO DETAIL 5 / 306

AREA OF ROOM USED FOR SLEEPING (PATIENT ROOM - B3 OCCUPANCY): 39.9m2

STEEL FRAMING, REFER TO STRUCTURAL

0.3m

NEW ROOF CONNECTION TO EXISTING 1:5

PREFINISHED METAL FLASHING

CONTINUOUS CANT STRIP

152 STEEL STUD FRAMING AT 400 O.C.

EXISTING WINDOW TO REMAIN WITH AREA OF UNOBSTRUCTED GLASS 2.8m2

T/O STEEL

560

119.21

16 PLYWOOD ON 152 STEEL STUD FRAMING AT 400 O.C., FILL VOIDS W/ MINERAL WOOL INSULATION

0.2m

1:5

100

CONTINUOUS LOCKING STRIP

0.1m

EXTEND ROOFING MEMBRANE UP AND OVER PARAPET

PREFINISHED METAL FLASHING

SCALE:

306

1 : 10

ROOF DETAIL AT WALL

NEW ROOF DECK

16 EXTERIOR GRADE PLYWOOD SHEATHING ON 38 x 140 WOOD STUD FRAMING AT 400 O.C. FILL VOIDS W/ MINERAL WOOL INSULATION

DRAWINGS MUST NOT BE SCALED. VERIFY DIMENSIONS ON SITE

200 MIN

PREFINISHED METAL FLASHING LAP ROOFING MEMBRANE OVER PLYWOOD AND FLASHING 2 LAYERS 19 PRESSURE TREATED PLYWOOD

SLOPE

400 MIN

SELF ADHERING WATERPROOF MEMBRANE ON ALL SIDES

PREFINISHED METAL FLASHING

200 MIN

19 PRESSURE TREATED PLYWOOD ON PRESSURE TREATED WOOD FRAMING AT 400 O.C., FILL VOIDS WITH MINERAL WOOL INSULATION

NEW ROOFING AND PARAPET

DEC 2020 PRINTED

2022/03/15 DRAWING No.

PROJECT No.

10m NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

20027

306

NOTES:

A A.1

K C0PYRIGHT THIS DRAWING AND DESIGN ARE THE COPYRIGHT PROPERTY OF COLBOURNE & KEMBEL, ARCHITECTS INC. AND MUST NOT BE COPIED, REPRODUCED, OR DISTRIBUTED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. ISSUED COPIES MUST BE RETURNED TO THE ARCHITECT UPON COMPLETION.

1 316

DRAWINGS MUST NOT BE SCALED. VERIFY DIMENSIONS ON SITE

STORAGE 026

± 5536

UNEXCAVATED

152

3 3.1

3 305

555

1116 92

1867

12 T @ 255

STORAGE

023

3060

1884

1021

P1 92

1662

W/R

REFER TO 2 / 308 WEST GROUND FLOOR PLAN FOR NEW STAIR AND RAILINGS

KITCHEN

P1 ± 4213

029

024

026

023

5 323

029

5 316

± 4720

± 1005

1116

± 2634

3 303

1655

4126

1647

± 1749

2 321

5 316

1116

030

260

P6 P1

P12

025

OFFICE 028

2705

STORAGE

021

± 2711

STORAGE

038

025

021A

4234

± 2721

± 4268

P10

IT ROOM

028

2 320

± 2537

021B

± 2559

038

1500

W13

200

350

1360

2 No.

TC BY

ISSUED FOR 95% REVIEW REVISIONS/SUBMISSIONS

22/03/15 DATE

W13 465

465

1360

FN1

5 315

200

PROJECT

UNEXCAVATED

COUNTY OF FRONTENAC ADMIN OFFICES

FN1

6 316 4 315

2069 BATTERSEA RD, GLENBURNIE, ON DRAWING

WEST BASEMENT PLAN SCALE

1 : 50

24 25

PROFESSIONAL SEAL

DRAWN

Author CHECKED

FURNITURE SHOWN DOTTED IS NIC AND HAS BEEN SHOWN FOR LAYOUT PURPOSES ONLY

1 316

Checker REVIEWED

WEST BASEMENT PLAN SCALE:

1 : 50

DATE

DEC 2020 PRINTED

2022/03/15 DRAWING No.

Designer

PROJECT No.

5m NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

20027

307

NOTES:

A A.1

GRID A IS FACE OF EXIST BUILDING

B 1 316

125

5771

1550

5612

GRID C IS FACE OF EXIST BUILDING

565

1410 206

PDO

76 76

1268

± 3223

119

P9 P8 95 95

STAIR/EXIT 106 NEW CONCRETE FLOOR

6 315

1355

989

300 TO TO WALL FACE

1113

124

OFFICE

555

2040

1249

2611

8 T @ 255

CORRIDOR

P11

113B

P1 92

110

114

1239

2645

113A

103A

5 316

2040

700

3060 12 T @ 255

121

P1 P12 P1

111

112

F21

225

107

PROVIDE STAIR, REFER TO SECTION

1945

PROVIDE 16 ABUSE-RESISTANT GYPSUM BOARD INFILL WHERE EXISTING WALL REMOVED. MUD AND TAPE TO EXISTING WALL TO RESEMBLE A NEW INSTALLATION. PAINT FINISH

113

FHC AT RELOCATED POSITION

1820

STORAGE

111

1995

300

110

130 WOOD WALL RAILS

WOOD RAIL

109

2 323

MEETING

2461

± 1166

± 2102

NEW FLOORING

8 T @ 255

WHERE EXISTING WALL REMOVED, PROVIDE SELF-LEVELING CONCRETE TOPPING UP TO FLUSH WITH ADJACENT FLOORS

224

CORRIDOR

1660

1731

1100 MIN TO WALL FACE

555

105

102

430

789

1704

4 305

1350

+/- 2016

2040

1490

103

PDO

W/R

3 305

WORK AREA

4 323

118

RECEPTION

1619

300

1 323

EXIST FLOORING

COPY

1507

PDO

PTL

105

PROVIDE WALL RAILS, REFER TO 4 / 303

1846

115 P1

104

1100

2295

2146

BF 15 00 W/R 104

800

3 303

118

OFFICE

950

129 2218

F16

COPIER N.I.C.

OFFICE

190

WHERE EXISTING FLOOR REMOVED FOR MECHANICAL SERVICES, PROVIDE 100 CONCRETE ON 150 COMPACTED GRANULAR ‘A’ ON COMPACTED GRANULAR ‘B’

F17

GRID 3.1 IS FACE OF EXIST BUILDING

304

5 316

P3 1200 HIGH

WHERE EXISTING WALL REMOVED, PROVIDE SELF LEVELING CONCRETE TOPPING UP TO FLUSH WITH ADJACENT FLOORS

P11

3.1

113

EXIST FLOORING

115

300

CORRIDOR

P11

F16

± 3092

115

3466

PROVIDE 16 ABUSE-RESISTANT GYPSUM BOARD INFILL WHERE EXISTING WALL REMOVED. MUD AND TAPE TO EXISTING WALL TO RESEMBLE A NEW INSTALLATION. PAINT FINISH

F16

989

3755

101

116

PDO

119

LOBBY

OFFICE

117

OFFICE

114

± 3895

117

100

± 2310

ACTIVE LEAF

100

3405

VEST

2447

134

116

2120

1995

114

EW2

3327

1700

125

PDO

BENT ALUMINUM CLOSURE, EACH SIDE OF WALL, TO MATCH WINDOW FRAME

330

DRAWINGS MUST NOT BE SCALED. VERIFY DIMENSIONS ON SITE

ACTIVE LEAF

152

267

125

114

100X

PDO EW3

760

TRAINING/ MEETING ROOM

108

109

± 5053

4705

TRAINING/ MEETING ROOM

3 323

FOLDING PARTITION

CLERK 112 P11

3842

5175

± 4938

125

ISSUED FOR 95% REVIEW REVISIONS/SUBMISSIONS

22/03/15 DATE

P3 W7 358

± 6646

6 316

760

5039

205

PROJECT

306

COUNTY OF FRONTENAC ADMIN OFFICES

SHARED COLLAB SPACE

EW2

1101

2908

5 315

107

4 315

2069 BATTERSEA RD, GLENBURNIE, ON DRAWING

EW1

23 1165 130

1295

WEST GROUND FLOOR PLAN EW1

GRID A IS FACE OF EXIST BUILDING

EW3

SCALE

1 : 50

318

PROFESSIONAL SEAL

DRAWN

DATE

TB/CG TO FACE OF EXISTING WALL

24 25

TC BY

2575

2 No.

107X

1280

219

6535

CHECKED

FURNITURE SHOWN DOTTED IS NIC AND HAS BEEN SHOWN FOR LAYOUT PURPOSES ONLY

W8 564

595

317 3300

125

2818

2375

511

2818

A A.1 CENTRE

3300

REVIEWED

WEST GROUND FLOOR PLAN SCALE:

1 : 50

DEC 2020 PRINTED

2022/03/15 DRAWING No.

PROJECT No.

5m NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

20027

308

NOTES:

A.1

C C0PYRIGHT THIS DRAWING AND DESIGN ARE THE COPYRIGHT PROPERTY OF COLBOURNE & KEMBEL, ARCHITECTS INC. AND MUST NOT BE COPIED, REPRODUCED, OR DISTRIBUTED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. ISSUED COPIES MUST BE RETURNED TO THE ARCHITECT UPON COMPLETION.

1 316

DRAWINGS MUST NOT BE SCALED. VERIFY DIMENSIONS ON SITE

W/R WORKSTATIONS

214

± 2533

215

F12

216

213 213

216

F13 F15

3700

114

3109

± 4370

215

3 3.1

OFFICE

2465

OFFICE

± 3070

6 315

30°

W12 321

3330

WOOD WALL RAILS

P11

212

1660

209

4 305

965

1407

CORRIDOR 208

20 92

2766

92 1848

202

OFFICE

2882

OFFICE POD

11 323

201

3115

206

F10

3048

OFFICE

204

205 F15

F15

202

EW11 BELOW

205

201 F9

EW11

W11

204

1985

206

114

P11

P1 92

2773

OFFICE

1292

P11

1397

207

209

12 T @ 128

1175

3 303

114

EW11 BELOW

F11

11 323

4050

W10

± 2208

1536

207

1100

P1 652

OFFICE

114

762

5 305

191

892

5 316

2611

2379

208

211

210

1125

GROUP ROOM

W/R

STORAGE

2040 8 T @ 255

3267

211

3083

114

± 3000

1070 HIGH WOOD GUARD

± 3298

304

1113

212

3 305

990

1075

STORAGE

WORKSTATIONS

203

45°

1685

2 No.

TC BY

ISSUED FOR 95% REVIEW REVISIONS/SUBMISSIONS

22/03/15 DATE

5 315

PROJECT

COUNTY OF FRONTENAC ADMIN OFFICES

6 316 4 315

2069 BATTERSEA RD, GLENBURNIE, ON DRAWING

WEST SECOND FLOOR PLAN SCALE

1 : 50

24 25

PROFESSIONAL SEAL

DRAWN

Author CHECKED

FURNITURE SHOWN DOTTED IS NIC AND HAS BEEN SHOWN FOR LAYOUT PURPOSES ONLY

1 316

Checker REVIEWED

WEST SECOND FLOOR PLAN SCALE:

1 : 50

DATE

DEC 2020 PRINTED

2022/03/15 DRAWING No.

Designer

PROJECT No.

5m NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

20027

309

NOTES:

12785

165

1490 2765

6095

535

475

4 316

165

6095

9529

1110

3 316

4605

3 316

2750

6095

565

9470 4900

4 316

2270

PROVIDE STUCCO TO MATCH EXISTING ADJACENT

2 302

1869

391

OF SLAB 165

108

391 2325

710

126

P1 408

125

306

2200

BREAKOUT SPACE

1115

1395

2045

5 316

127X

12541

FACE OF STUD FLUSH WITH FACE OF COLUMN

128C

3455

900

769

1000

125 2892 1720

4 321

3659

127 P1

F24

13 P10

2298

CORRIDOR

121

EW1

4405

4 321

124

5 316

035

036 92

5 316

035

3 315

240 1000

3101

1490

1259

P10 2034

121

OFFICE

126

206

200 TO EDGE

P1 840 3 T @ 280 180

2889

127A

P11

BREAK ROOM

125

12585

111

2045

OFFICE

1100

350

KITCHEN 6 323

600

290

036

3 302

125

12 2412

580

5 316

3965

820

342

EDGE OF SLAB

1510

125

128A

039

2038

034

122

LIFT PIT

385

1466

5500

CORRIDOR

123

124

034

1689 CLEAR

1557

UNIV W/R

STORAGE

165

W/R

2893

033

1197

3903

122

114

W/R

033

032

VEST P1

OFFICE

127B

385

128B

123

1557

LIFT

716 92

P1 LIFT PIT

1405 CLEAR

1100

67 165

040 2071

125

COPY

1601

COPIER N.I.C.

125

431

EW1

475

W1 ABOVE

F23

FN1

EW3

306

115

350

FN1

122X

890

OFFICE

306 945

304

CORRIDOR P1

041

037

MEETING ROOM

EW2

128

5500

WORKSTATIONS

112

5500

CLERK FN1

031

P11

6 318

EW1

EW3

EDGE OF SLAB 225

2 No.

TC BY

ISSUED FOR 95% REVIEW REVISIONS/SUBMISSIONS

22/03/15 DATE

1110

306 679

1110

EW3

635

EW1

125

125 306

14 306

031

125

2307

VESTIBULE

6 318

FROM GRID

4 316 PROJECT

395 595

1095

395

605

4000

6013 12703

82 125

350

1690

605

1000

10013

557

12703

483

COUNTY OF FRONTENAC ADMIN OFFICES

565

2069 BATTERSEA RD, GLENBURNIE, ON DRAWING

3 316

4 316

EAST BASEMENT AND GROUND FLOOR PLAN

3 316

SCALE

1 : 50 PROFESSIONAL SEAL

DRAWN

DATE

TB/CG CHECKED

EAST BASEMENT PLAN SCALE:

1 : 50

1 3m

REVIEWED

1.2-EAST GROUND FLOOR PLAN SCALE:

1 : 50

DEC 2020 PRINTED

2022/03/15 DRAWING No.

TC PROJECT No.

5m NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

20027

310

CEILING TYPES LEGEND TYPE ACT1

NOTES:

A A.1 C0PYRIGHT THIS DRAWING AND DESIGN ARE THE COPYRIGHT PROPERTY OF COLBOURNE & KEMBEL, ARCHITECTS INC. AND MUST NOT BE COPIED, REPRODUCED, OR DISTRIBUTED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. ISSUED COPIES MUST BE RETURNED TO THE ARCHITECT UPON COMPLETION.

PLAN 610 x 1220 ACOUSTIC CEILING TILES IN A SUSPENDED METAL T-BAR GRID

EXIST ACT AT 2600 AFF ACT2

DRAWINGS MUST NOT BE SCALED. VERIFY DIMENSIONS ON SITE

610 x 610 ACOUSTIC CEILING TILES IN A SUSPENDED METAL T-BAR GRID

EXIST ACT AT 2600 AFF GWB1

GWB2

010

EXIST ACT AT 2600 AFF

16 GYPSUM BOARD ON 22 FURRING AT 400 O.C. ON 64 STEEL FRAMING AT 1200 O.C.

EXIST ACT AT 2600 AFF

101

EXIST ACT AT 2600 AFF

020

16 TYPE X GYPSUM BOARD APPLIED OVER EXISTING GYPSUM BOARD, PLASTER OR EXISTING FRAMING

EXIST ACT AT 2600 AFF

16 TYPE X GYPSUM BOARD ON 22 FURRING AT 400 O.C.

EXIST ACT AT 2600 AFF

3.1

009 EXISTING PLASTER CROWN MOLDING

002 ACT1 AT 2600 AFF

CROWN

004

003 ACT1 AT 2600 AFF

006 ACT1 AT 2600 AFF

ACT1 AT 2600 AFF

ACT1 AT 2600 AFF 008

PROVIDE PLASTER CROWN MOLDING TO MATCH ADJACENT EXISTING SIZE AND PROFILE

ACT1 AT 2600 AFF

019

105

ACT1 AT 2600 AFF

EXIST ACT AT 2600 AFF

001 ACT1 AT 2600 AFF

007 ACT1 AT 2600 AFF

ACT1 AT 2600 AFF

018

EXIST ACT AT 2600 AFF

014

005

104

012 011

013

ACT1 AT 2600 AFF

017

ACT1 AT 2600 AFF 015 ACT1 AT 2600 AFF 016

107

EXIST ACT AT 2600 AFF

21 22

LEVEL 0 CEILING PLAN SCALE:

25 8m

10m

1 : 100 A.1

F N CENTRE

026 GWB2 AT 2164 AFF

3 3.1 10 ACT1 AT 2400 AFF 040

030

GWB1 AT 2400 AFF 033

034 EXP STRU

023 GWB2 AT 2164 AFF

GWB2 AT 2164 AFF 029

024

032

039

EXP STRU GWB2 AT 2164 AFF

022

ACT1 AT 2600 AFF

2 No.

TC BY

ISSUED FOR 95% REVIEW REVISIONS/SUBMISSIONS

22/03/15 DATE

12 036 ACT1 AT 2400 AFF

035 ACT1 AT 2400 AFF

EXIST

20 025

028

GWB2 AT 2164 AFF

PROJECT

041 EXP STRU

021 GWB2 AT 2164 AFF

038 GWB2 AT 2164 AFF

037 GWB1

EXIST CROWN

ACT1 AT 2600 AFF

GWB2 AT 2164 AFF

GWB3

COUNTY OF FRONTENAC ADMIN OFFICES

ACT1 AT 2600 AFF

EXP STRU

2069 BATTERSEA RD, GLENBURNIE, ON

031

DRAWING

BASEMENT AND LEVEL 0 CEILING PLANS

22 SCALE

1 : 100 PROFESSIONAL SEAL

DRAWN

DATE

TB/CG CHECKED

JC REVIEWED

BASEMENT CEILING PLAN SCALE:

1 : 100

DEC 2020 PRINTED

2022/03/15 DRAWING No.

PROJECT No.

10m NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

20027

311

CEILING TYPES LEGEND TYPE ACT1

NOTES:

A A.1

PLAN 610 x 1220 ACOUSTIC CEILING TILES IN A SUSPENDED METAL T-BAR GRID

DRAWINGS MUST NOT BE SCALED. VERIFY DIMENSIONS ON SITE

610 x 610 ACOUSTIC CEILING TILES IN A SUSPENDED METAL T-BAR GRID

214 EX GWB

GWB3

EX ACT

16 TYPE X GYPSUM BOARD APPLIED OVER EXISTING GYPSUM BOARD, PLASTER OR EXISTING FRAMING

EX GWB 213

3 3.1

16 TYPE X GYPSUM BOARD ON 22 FURRING AT 400 O.C.

10 EX GWB

EX GWB

EXIST CROWN

CROWN

EXISTING PLASTER CROWN MOLDING

EXIST CROWN

GWB2

EX GWB

EX GWB 210

207

209

211

EX GWB

PROVIDE PLASTER CROWN MOLDING TO MATCH ADJACENT EXISTING SIZE AND PROFILE

EX GWB EX GWB 208

EX GWB

202 GWB2

12 206 EX GWB EXIST CROWN

CROWN

EXIST CROWN

GWB2 205

204 GWB2

201

GWB2 203

GWB2

SECOND FLOOR CEILING PLAN SCALE:

1 : 100

A A.1

PREFINISHED METAL SOFFIT (VICWEST AD300 PROFILE)

EXIST SOFFIT

1 100

GWB1 AT 2400 AFF 101

ACT2 AT 2600 AFF

120

020

GWB2

117

116

CROWN

EX GWB EXIST CROWN

119

ACT2 AT 2600 AFF

106

EX GWB EXIST CROWN

ACT2 AT 2400 AFF

113

129

EX GWB

3 3.1

GWB1 AT 2400 AFF

GWB BULKHEAD

ACT2 AT 2700 AFF

103

GWB1 AT 2400 AFF

113

ACT2 AT 2700 AFF

105

130

115 PREFIN METAL AT 2700 AFF

EXIST CROWN

118

GWB1 AT 2400 AFF

104 GWB1 AT 2400 AFF

EX GWB

GWB BULKHEAD

GWB1 AT 2400 AFF

CROWN

EX GWB 216

212 EX GWB

EXIST CROWN

EX ACT

OPEN TO ABOVE

122

113

EX GWB

121 ACT2 AT 2600 AFF

GWB BULKHEAD 102

EX GWB

ACT2 AT 2600 AFF

GWB2

20 EXIST CROWN

016

ACT2 AT 2600 AFF

127 ACT2 AT 2500 AFF

GWB1

GWB1 AT 2500 AFF EXIST CROWN

111

CROWN

EX GWB

108

109

EXIST CROWN

112

ACT2 AT 2700 AFF

EX GWB GWB2 CROWN

GWB1 AT 2500 AFF

2 No.

TC BY

ISSUED FOR 95% REVIEW REVISIONS/SUBMISSIONS

22/03/15 DATE

EXIST CROWN

EX GWB

FOLDING PARTITION

GWB1 AT 2400 AFF107

126

102

128

ACT2 AT 2600 AFF

PROJECT

EXIST CROWN

GWB1 AT 2500 AFF

21 22

GWB1 AT 2500 AFF

COUNTY OF FRONTENAC ADMIN OFFICES 2069 BATTERSEA RD, GLENBURNIE, ON

EXIST SOFFIT

DRAWING

ACT2 AT 2550 AFF NOTE: AT ALL LOCATIONS WHERE EXISTING PLASTER/GYPSUM BOARD CEILING REMOVED OR DAMAGED BY DEMOLITION OR IS NOT CONTINUOUS WHERE EXISTING WALLS REMOVED, PROVIDE 16 TYPE X GYPSUM BOARD INFILL TO ENSURE CONTINUATION OF FIRE SEPARATION BETWEEN FLOORS

GWB BULKHEAD

23 GWB1 AT 2500 AFF

24 25 D

GWB1 AT 2400 AFF

125

GWB2

GWB1 AT 2400 AFF ACT2 AT 2400 AFF

124

114

GWB2

123

GWB1 AT 2700 AFF

OPEN TO ABOVE

110

GWB1 AT 2400 AFF

GWB1 AT 2500 AFF

GWB2

16 GYPSUM BOARD ON 22 FURRING AT 400 O.C. ON 64 STEEL FRAMING AT 1200 O.C.

GWB1 AT 2500 AFF

GWB1

GWB2 215

EX GWB

GWB2

ACT2

GROUND AND SECOND FLOORS CEILING PLAN SCALE

1 : 100 PROFESSIONAL SEAL

DRAWN

DATE

TB/CG CHECKED

JC REVIEWED

GROUND FLOOR CEILING PLAN

DEC 2020 PRINTED

2022/03/15 DRAWING No.

SCALE:

PROJECT No. NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

1 : 100 CENTRE

20027

312

NOTES:

EAST ADDITION

NORTH ADDITION (MAIN ENTRANCE)

EXISTING BUILDING

EXISTING BUILDING C0PYRIGHT THIS DRAWING AND DESIGN ARE THE COPYRIGHT PROPERTY OF COLBOURNE & KEMBEL, ARCHITECTS INC. AND MUST NOT BE COPIED, REPRODUCED, OR DISTRIBUTED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. ISSUED COPIES MUST BE RETURNED TO THE ARCHITECT UPON COMPLETION.

ELEVATION NOTES E1 E2 E3 E6 E7 E8 E9 E10 E11 E13

MASONRY, 100H x 300L, COLOUR: SANDSTONE HORIZONTAL PREFINISHED METAL SIDING, WOODGRAIN FINISH PROVIDE THERMALLY BROKEN ALUMINUM WINDOW WITH SEALED INSULATING GLASS SIGNAGE, NOT IN CONTRACT PREFINISHED METAL FLASHING HOLLOW DOOR AND FRAME, PAINT FINISH STAINLESS STEEL GUARD RAIL CAST-IN-PLACE CONCRETE STAIRS NEW WALL INFILL, STUCCO FINISH TO MATCH EXISTING ADJACENT HORIZONTAL PREFINISHED METAL SIDING, RED COLOUR TO MATCH ADJACENT MANSARD ROOF

DRAWINGS MUST NOT BE SCALED. VERIFY DIMENSIONS ON SITE

E13

122.38 ATTIC

LEVEL 2 121.42

E7 E2

119.21

E13

T/O STEEL

LEVEL 1 118.06

F23

116.05 GROUND FLOOR

E8 LEVEL 0 114.57

112.85 ADDITION BASEMENT

NORTH ELEVATION SCALE:

10m

1 : 100

SOUTH ADDITION

A.1

EXISTING ADDITION

EAST ADDITION

20 322 3 ATTIC 122.38

306 121.42 LEVEL 2 T/O STEEL

119.21

SECOND FLOOR 119.41

118.06 LEVEL 1

STAIR/EXIT

101

106

5690

LOBBY

W5 GROUND FLOOR 116.05

114.57 LEVEL 0

GROUND FLOOR 116.05

E10

W4 HOUSE BASEMENT 113.59 ADDITION BASEMENT 112.85

ENTRANCE LOBBY - BUILDING SECTION 1 SCALE:

SOUTH ELEVATION SCALE:

1 : 50

10m

1 : 100

2 1 No.

EXISTING BUILDING

E11 E3

TC TC BY

ISSUED FOR 95% REVIEW ISSUED FOR SITE PLAN CONTROL REVISIONS/SUBMISSIONS

22/03/15 22/01/17 DATE

ATTIC 122.38 EXISTING BUILDING BEYOND

E7 E2

W11

W10

E11

E7 E1

PROJECT

EXISTING PORTICO EXISTING STAIRS AND RAILINGS

119.21

T/O STEEL

SECOND FLOOR 119.41

T/O STEEL 4210

119.21

COUNTY OF FRONTENAC ADMIN OFFICES 2069 BATTERSEA RD, GLENBURNIE, ON

6660

DRAWING

W7 116.05 GROUND FLOOR

F24

116.05 GROUND FLOOR

W3 GROUND FLOOR 116.05

SCALE

E10

114.57 LEVEL 0

BUILDING ELEVATIONS As indicated PROFESSIONAL SEAL

113.35 U/S FOOTINGS (APPROX)

DRAWN

DATE

TB/CG

DEC 2020

ADDITION BASEMENT 112.85 CHECKED

ADDITION U/S FOOTINGS 112.13

SOUTH ADDITION EAST ELEVATION SCALE:

1 : 100

5 10m

SOUTH ADDITION WEST ELEVATION SCALE:

1 : 100

3 10m

JC REVIEWED

EAST ELEVATION SCALE:

1 : 100

PRINTED

2022/03/15 DRAWING No.

PROJECT No.

10m NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

20027

315

A.1

NOTES:

124.74 FAIRMOUNT ROOF

ATTIC 122.38

CORRIDOR

GROUP ROOM

CORRIDOR

208

209

208

2700

121.42 LEVEL 2

306

318

OFFICE 207 SECOND FLOOR 119.41 T/O STEEL

119.21

118.06 LEVEL 1

WORKSTATIONS

CORRIDOR

007

014

018

CORRIDOR

BREAKOUT SPACE

018

102

121

127 GROUND FLOOR 116.05

114.57 LEVEL 0

CORR.

CORRIDOR

022

027

041

039

OFFICE

036

035 HOUSE BASEMENT 113.59 ADDITION BASEMENT 112.85

BUILDING SECTION SCALE:

ADDITION U/S FOOTINGS 112.13

303

10m

1 : 100

10 3

4 317

127

10 3

317

119.21

T/O STEEL

BREAKOUT SPACE UNIV W/R

128

T/O STEEL

MEETING ROOM

CORRIDOR

VEST

128

121

122

124 GROUND FLOOR 116.05

WORKSTATIONS

OFFICE

W/R

037

036

033

EAST ADDITION SECTION 2 SCALE:

GROUND FLOOR 116.05

VESTIBULE

CORRIDOR

031

041

LIFT

COPY

032

040

HOUSE BASEMENT 113.59

ADDITION BASEMENT 112.85

ADDITION U/S FOOTINGS 112.13

3 8m

119.21

EAST ADDITION SECTION 1 SCALE:

10m

1 : 100

10m

1 : 100 D

A.1

3 3.1 10

13 20

21 14

24 25 2 No.

TC BY

ISSUED FOR 95% REVIEW REVISIONS/SUBMISSIONS

22/03/15 DATE

8 122.38 ATTIC

318

122.38 ATTIC PROJECT

121.42 LEVEL 2

4 306

119.21

119.41 T/O STEEL

306

318

COUNTY OF FRONTENAC ADMIN OFFICES

SECOND FLOOR 119.21

T/O STEEL

119.21

2069 BATTERSEA RD, GLENBURNIE, ON DRAWING

SHARED COLLAB SPACE 107

LOBBY

BF W/R

101

104

W/R CORRIDOR 105

102

SHARED COLLAB SPACE

BUILDING SECTIONS

107

116.05 GROUND FLOOR GROUND FLOOR 116.05

SCALE

1 : 100 114.57 LEVEL 0 PROFESSIONAL SEAL

DRAWN

Author HOUSE BASEMENT 113.59

CHECKED

Checker

SOUTH ADDITION SECTION SCALE:

1 : 100

1 8m

10m

REVIEWED

ENTRANCE LOBBY SECTION 1 SCALE:

1 : 100

DATE

DEC 2020 PRINTED

2022/03/15 DRAWING No.

Designer

PROJECT No.

10m NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

20027

316

NOTES:

119.21

T/O STEEL

STAINLESS STEEL 75mm ADJUSTABLE ISOLATION CLIPS AT 800 O.C.

T/O STEEL

660

EW1

PREFINISHED METAL FLASHING CONTINUOUS LOCKING STRIP 100

CONTINUOUS LOCKING STRIP

T/O STEEL

PREFINISHED METAL SIDING 22 FURRING CHANNELS SELF ADHERING WATERPROOF MEMBRANE 16 PLYWOOD T/O STEEL 119.21

119.21

152 STEEL STUD FRAMING AT 400 O.C.

EW1

THERMALLY BROKEN ALUMINUM CURTAIN WALL WITH GLAZED INSULATED SPANDREL PANEL

STAINLESS STEEL 75mm ADJUSTABLE ISOLATION CLIPS AT 800 O.C.

TYPICAL ROOF ASSEMBLY: 2 PLY MODIFIED BITUMINOUS MEMBRANE 6mm PROTECTION BOARD 16 PLYWOOD ON 152 STEEL TAPERED ISO INSULATION STUD FRAMING AT 400 O.C., 75 POLYISOCYANURATE INSULATION FILL VOIDS W/ MINERAL 90 POLYISOCYANURATE INSULATION WOOL INSULATION 1 PLY 2.2 MODIFIED BITUMINOUS VAPOUR BARRIER 13mm DENSDECK BOARD CONTINUOUS CANT STRIP STEEL DECK

CONTINUOUS CANT STRIP

STAINLESS STEEL 75mm ADJUSTABLE ISOLATION CLIPS AT 800 O.C.

PREFINISHED METAL FLASHING

16 EXTERIOR GRADE PLYWOOD SHEATHING ON 38 x 140 WOOD STUD FRAMING AT 400 O.C. FILL VOIDS W/ MINERAL WOOL INSULATION

EXTEND ROOFING MEMBRANE UP AND OVER PARAPET

100

16 PLYWOOD ON 152 STEEL STUD FRAMING AT 400 O.C., FILL VOIDS W/ MINERAL WOOL INSULATION

460

119.21

16 PLYWOOD ON 152 STEEL STUD FRAMING AT 400 O.C., FILL VOIDS W/ MINERAL WOOL INSULATION

16 EXTERIOR GRADE PLYWOOD SHEATHING ON 38 x 140 WOOD STUD FRAMING AT 400 O.C. FILL VOIDS W/ MINERAL WOOL INSULATION

460

CONTINUOUS LOCKING STRIP

CONTINUOUS CANT STRIP

EXTEND ROOFING MEMBRANE UP AND OVER PARAPET

STAINLESS STEEL 75mm ADJUSTABLE ISOLATION CLIPS AT 800 O.C.

PREFINISHED METAL FLASHING

GWB1 AT 2700 AFF

ACT2 AT 2700 AFF

ACT2 AT 2600 AFF GWB1 AT STEEL FRAMING, REFER 2500 AFF TO STRUCTURAL

460

CONTINUOUS LOCKING STRIP

PREFINISHED METAL FLASHING

100

16 PLYWOOD ON 152 STEEL STUD FRAMING AT 400 O.C., FILL VOIDS W/ MINERAL WOOL INSULATION

560

EXTEND ROOFING MEMBRANE UP AND OVER PARAPET

PREFINISHED METAL FLASHING 100

16 EXTERIOR GRADE PLYWOOD SHEATHING ON 38 x 140 WOOD STUD FRAMING AT 400 O.C. FILL VOIDS W/ MINERAL WOOL INSULATION

GWB1 AT 2500 AFF STEEL FRAMING, REFER TO STRUCTURAL

PREFINISHED METAL SOFFIT 22 FURRING CHANNELS SELF ADHERING WATERPROOF MEMBRANE 16 PLYWOOD 64 STEEL STUD FRAMING AT 400 O.C.

STEEL FRAMING, REFER TO STRUCTURAL

STEEL FRAMING, GWB1 AT REFER TO STRUCTURAL 2400 AFF

800

16 EXTERIOR GRADE PLYWOOD SHEATHING ON 38 x 140 WOOD STUD FRAMING AT 400 O.C. FILL VOIDS W/ MINERAL WOOL INSULATION

460

THERMALLY BROKEN ALUMINUM STOREFRONT WITH SEALED INSULATING GLASS

PREFINISHED METAL FLASHING

THERMALLY BROKEN ALUMINUM CURTAINWALL WITH SEALED INSULATING GLASS

TO EDGE OF SLAB AT CURTAIN WALL (SEE DETAIL 4/317 FOR TYPICAL EDGE OF SLAB)

225 25

LAP AIR BARRIER OVER THROUGH WALL FLASHING

CONTINUOUS BENT ALUMINUM TO MATCH CURTAIN WALL FRAMING

CURTAIN WALL SUPPORT BRACKET

CONCRETE ON STEEL DECK, REFER TO STRUCTURAL

116.05 GROUND FLOOR

STAINLESS STEEL 75mm ADJUSTABLE ISOLATION CLIPS AT 800 O.C.

CONCRETE ON STEEL DECK, REFER TO STRUCTURAL

PREFINISHED METAL FLASHING SELF ADHERING THROUGH WALL FLASHING

600

EW1

STEEL FRAMING, REFER TO STRUCTURAL

175

FIRESTOPPING

2460

75 RIGID INSULATION

CONCRETE UNIT PAVERS ON STONE DUST ON GRANULAR ‘B’

CONCRETE ON STEEL DECK, REFER TO STRUCTURAL

150 COMPACTED GRANULAR ‘A’

GROUND FLOOR 116.05

STEEL FRAMING, REFER TO STRUCTURAL

WATERPROOF MEMBRANE

75 RIGID INSULATION WATERPROOF MEMBRANE

125

POURED CONCRETE

100

175

75 350

100

ACT1 AT 2400 AFF

125

350

ALUMINUM DOOR

WORKSTATIONS

VESTIBULE

W/R

037

031

033

PREFINISHED METAL FLASHING

ALUMINUM THRESHOLD

CONCRETE UNIT PAVERS ON STONE DUST ON GRANULAR ‘B’

75 RIGID INSULATION

112.85 ADDITION BASEMENT

1220 WIDE, 75 RIGID INSULATION (R-15)

FILTER FABRIC 100

CLEAN CRUSHED STONE

GEOTEXTILE WRAPPED PERFORATED PERIMETER DRAINAGE

150 COMPACTED GRANULAR ‘A’

ADDITION U/S FOOTINGS UNDISTURBED NATIVE SOIL OR ROCK

112.13

COMPACTED GRANULAR ‘B’

CONCRETE FOOTING

22/03/15 DATE

125

FILTER FABRIC

175 125

100 CONCRETE SLAB

VAPOUR BARRIER

1220 WIDE, 75 RIGID INSULATION (R-15)

1220 WIDE, 75 RIGID INSULATION (R-15) CONCRETE FOUNDATION WALL

COMPACTED GRANULAR ‘B’

PROJECT

COUNTY OF FRONTENAC ADMIN OFFICES

CONCRETE FOUNDATION WALL

150 COMPACTED GRANULAR ‘A’

2069 BATTERSEA RD, GLENBURNIE, ON

COMPACTED GRANULAR ‘B’

ADDITION BASEMENT 112.85

100 RIGID INSULATION WITH DRAINAGE CHANNELS

PREMOLDED JOINT FILLER

100 CONCRETE SLAB

150 COMPACTED GRANULAR ‘A’

WATERPROOF MEMBRANE

112.85 ADDITION BASEMENT 1460

75 175

POURED CONCRETE

740

VAPOUR BARRIER

WATERPROOF MEMBRANE

ISSUED FOR 95% REVIEW REVISIONS/SUBMISSIONS

WATERPROOF MEMBRANE

100 RIGID INSULATION WITH DRAINAGE CHANNELS

PREMOLDED JOINT FILLER

1220 WIDE, 75 RIGID INSULATION (R-15)

100 CONCRETE SLAB

POURED CONCRETE

TC BY

040

WATERPROOF MEMBRANE

VAPOUR BARRIER

400

600

740

75 RIGID INSULATION

2 No.

100 CONCRETE SLAB

113.59 HOUSE BASEMENT

PREMOLDED JOINT FILLER

COPY

200

113.59 HOUSE BASEMENT

3200

THERMALLY BROKEN ALUMINUM STOREFRONT WITH SEALED INSULATING GLASS

FREE DRAINING GRANULAR FILL 3200

FREE DRAINING GRANULAR FILL

PREMOLDED JOINT FILLER

720

ALUMINUM THRESHOLD

POURED CONCRETE

GWB1 AT 2400 AFF

2460

FINISHED GRADE, REFEFR TO LANDSCAPING DRAWINGS

STEEL FRAMING, REFER TO STRUCTURAL

ACT1 AT 2600 AFF

1860

CONTINUOUS ISOLATION STRIP

THERMALLY BROKEN ALUMINUM CURTAIN WALL WITH GLAZED INSULATED SPANDREL PANEL

STEEL FRAMING, REFER TO STRUCTURAL

112.13

ALUMINUM DOOR

600

116.05 GROUND FLOOR

160

200

CONCRETE ON STEEL DECK, REFER TO STRUCTURAL

152

122

91 25 1800

125

TO EDGE OF SLAB (SEE DETAIL 3/317 FOR EDGE OF SLAB AT CURTAIN WALL)

275

VEST

EW1

124

128

3160

UNIV W/R

MEETING ROOM

2700

STAINLESS STEEL 75mm ADJUSTABLE ISOLATION CLIPS AT 800 O.C.

400

THERMALLY BROKEN ALUMINUM STOREFRONT WITH SEALED INSULATING GLASS

3160

THERMALLY BROKEN ALUMINUM STOREFRONT WITH SEALED INSULATING GLASS

3160 2500

3160

FACE OF EXISTING BUILDING BEYOND

ADDITION BASEMENT 112.85

FILTER FABRIC

CLEAN CRUSHED STONE

GEOTEXTILE WRAPPED PERFORATED PERIMETER DRAINAGE

ADDITION U/S FOOTINGS UNDISTURBED NATIVE SOIL OR ROCK

ADDITION U/S FOOTINGS 112.13

CLEAN CRUSHED STONE

CONCRETE FOOTING

UNDISTURBED NATIVE SOIL OR ROCK

CONCRETE FOOTING

DRAWING

EAST ADDITION WALL SECTIONS SCALE

1 : 20 PROFESSIONAL SEAL

DRAWN

DATE

TB CHECKED

EAST ADDITION WALL SECTION 4 SCALE:

1 : 20

0.4m

0.8m

1.2m

1.6m

3 2m

EAST ADDITION WALL SECTION 3 SCALE:

1 : 20

0.4m

0.8m

1.2m

1.6m

2 2m

EAST ADDITION WALL SECTION 2 SCALE:

1 : 20

0.4m

0.8m

1.2m

1.6m

1 2m

REVIEWED

EAST ADDITION WALL SECTION 1 SCALE:

1 : 20

0.4m

0.8m

1.2m

1.6m

DEC 2020 PRINTED

2022/03/15 DRAWING No.

TC PROJECT No.

2m NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

20027

317

NOTES:

CONTINUOUS LOCKING STRIP

90 MASONRY WITH MASONRY TIES AT 400 VERTICALLY AND 800 HORIZONTALLY AIR BARRIER 25 AIR SPACE 75 RIGID INSULATION

WEEP VENTS AT 800 O.C.

EXTEND ROOFING MEMBRANE UP AND OVER PARAPET

16 PLYWOOD ON 89 WOOD STUD FRAMING AT 400 O.C., FILL VOIDS W/ MINERAL WOOL INSULATION

16 PLYWOOD ON 152 STEEL STUD FRAMING AT 400 O.C., FILL VOIDS W/ MINERAL WOOL INSULATION

CONTINUOUS CANT STRIP

PREFINISHED METAL FLASHING

119.21

T/O STEEL

CONTINUOUS LOCKING STRIP

16 EXTERIOR GRADE PLYWOOD SHEATHING ON 38 x 140 WOOD STUD FRAMING AT 400 O.C., FILL VOIDS W/ MINERAL WOOL INSULATION

EXTEND ROOFING MEMBRANE UP AND OVER PARAPET

16 PLYWOOD ON 152 STEEL STUD FRAMING AT 400 O.C., FILL VOIDS W/ MINERAL WOOL INSULATION

PREFINISHED METAL FLASHING

CONTINUOUS LOCKING STRIP

CONTINUOUS CANT STRIP

PREFINISHED METAL FLASHING CONTINUOUS LOCKING STRIP

CONTINUOUS CANT STRIP STAINLESS STEEL 75mm ADJUSTABLE ISOLATION CLIPS AT 800 O.C.

460

STAINLESS STEEL 75mm ADJUSTABLE ISOLATION CLIPS AT 800 O.C.

PREFINISHED METAL FLASHING

16 PLYWOOD ON 152 STEEL STUD FRAMING AT 400 O.C., FILL VOIDS W/ MINERAL WOOL INSULATION

16 EXTERIOR GRADE PLYWOOD SHEATHING ON 38 x 140 WOOD STUD FRAMING AT 400 O.C., FILL VOIDS W/ MINERAL WOOL INSULATION

EXTEND ROOFING MEMBRANE UP AND OVER PARAPET

THROUGH WALL FLASHING OVER PREFINISHED METAL FLASHING

16 EXTERIOR GRADE PLYWOOD SHEATHING ON 38 x 140 WOOD STUD FRAMING AT 400 O.C.

T/O STEEL

119.21

T/O STEEL

100

EXTEND ROOFING MEMBRANE UP AND OVER TOP OF PARAPET AND MINIMUM 100 mm UP WALL

119.21

460

1040

100

SELF ADHERING WATERPROOF MEMBRANE

100

16 EXTERIOR GRADE PLYWOOD SHEATHING ON 38 x 140 WOOD STUD FRAMING AT 400 O.C., FILL VOIDS W/ MINERAL WOOL INSULATION

1040

PREFINISHED METAL FLASHING

100

T/O STEEL

119.21

ACT2 AT 2600 AFF

ACT2 AT 2550 AFF

GWB1 AT 2500 AFF STEEL FRAMING

STAINLESS STEEL 75mm ADJUSTABLE ISOLATION CLIPS AT 800 O.C.

660

STAINLESS STEEL 75mm ADJUSTABLE ISOLATION CLIPS AT 800 O.C.

560

EW1

ACT2 STEELAT FRAMING, 2500 AFF REFER TO STRUCTURAL

GWB1 AT 2500 AFF STEEL FRAMING, REFER TO STRUCTURAL

GWB1 AT 2500 AFF

THERMALLY BROKEN ALUMINUM STOREFRONT WITH SEALED INSULATING GLASS

STEEL FRAMING, REFER TO STRUCTURAL

EW2

2500

107

3160

90 3160

SHARED COLLAB SPACE

EW2

152 91

SHARED COLLAB SPACE

2600

125 3160

3160

THERMALLY BROKEN ALUMINUM STOREFRONT WITH SEALED INSULATING GLASS

ALUMINUM DOOR

MEETING ROOM

107

BREAKOUT SPACE

128

127

CONTINUOUS ISOLATION STRIP

PREMOLDED JOINT FILLER

100 CONCRETE SLAB

150 COMPACTED GRANULAR ‘A’

FINISHED GRADE, REFEFR TO LANDSCAPING DRAWINGS

100 RIGID INSULATION

175

WEEP VENTS AT 800 O.C. WITH WEEP HOLE SCREENS

POURED CONCRETE 175

175

100

STEEL FRAMING, REFER ACT1 AT TO STRUCTURAL 2400 AFF

75 350

STEEL FRAMING, REFER TO STRUCTURAL

100

WATERPROOF MEMBRANE

125

100

POURED CONCRETE

75 350

FREE DRAINING GRANULAR FILL

FINISHED GRADE 175

FREE DRAINING GRANULAR FILL

CONCRETE FOUNDATION WALL

175

3200

COMPACTED GRANULAR ‘B’

3200

180

75 RIGID INSULATION

COMPACTED GRANULAR ‘B’

THROUGH WALL FLASHING OVER PREFINISHED METAL FLASHING

114.57 LEVEL 0

GROUND FLOOR 116.05

WATERPROOF MEMBRANE ACT1 AT 2600 AFF

SELF ADHERING WATERPROOF MEMBRANE

75 RIGID INSULATION

2700

1300

150 COMPACTED GRANULAR ‘A’

GROUND FLOOR 116.05 FINISHED GRADE, REFEFR TO LANDSCAPING DRAWINGS

200

POURED CONCRETE

100 CONCRETE SIDEWALK

400

25 AIR SPACE

WATERPROOF MEMBRANE

600

50 RIGID INSULATION

CONCRETE ON STEEL DECK, REFER TO STRUCTURAL

THROUGH WALL FLASHING OVER PREFINISHED METAL FLASHING

GROUND FLOOR 116.05

90 MASONRY WITH MASONRY TIES AT 400 VERTICALLY AND 800 HORIZONTALLY

POURED CONCRETE

CONCRETE ON STEEL DECK, REFER TO STRUCTURAL

PREFINISHED METAL FLASHING

200

1220 WIDE, 75 RIGID INSULATION (R-15)

75 RIGID INSULATION

1480

1220 WIDE, 75 RIGID INSULATION (R-15)

ALUMINUM THRESHOLD

WEEP VENTS AT 800 O.C. WITH WEEP HOLE SCREENS

400

VAPOUR BARRIER

116.05 GROUND FLOOR

CONTINUOUS ISOLATION STRIP

VAPOUR BARRIER

WORKSTATIONS

2 No.

TC BY

ISSUED FOR 95% REVIEW REVISIONS/SUBMISSIONS

22/03/15 DATE

OFFICE

037

035 WATERPROOF MEMBRANE

WATERPROOF MEMBRANE

FILTER FABRIC FILTER FABRIC

CLEAN CRUSHED STONE

GEOTEXTILE WRAPPED PERFORATED PERIMETER DRAINAGE

100 CONCRETE SLAB

VAPOUR BARRIER

UNDISTURBED NATIVE SOIL OR ROCK

1220 WIDE, 75 RIGID INSULATION (R-15)

CONCRETE FOOTING

150 COMPACTED GRANULAR ‘A’

U/S FOOTINGS (APPROX) 113.35

CONCRETE FOOTING

100 RIGID INSULATION WITH DRAINAGE CHANNELS

PREMOLDED JOINT FILLER

GEOTEXTILE WRAPPED PERFORATED PERIMETER DRAINAGE

113.35 U/S FOOTINGS (APPROX) UNDISTURBED NATIVE SOIL OR ROCK

100 RIGID INSULATION WITH DRAINAGE CHANNELS

CLEAN CRUSHED STONE

PREMOLDED JOINT FILLER

CONCRETE FOUNDATION WALL

COMPACTED GRANULAR ‘B’

PROJECT

CONCRETE FOUNDATION WALL

150 COMPACTED GRANULAR ‘A’

2069 BATTERSEA RD, GLENBURNIE, ON

COMPACTED GRANULAR ‘B’

ADDITION BASEMENT 112.85

COUNTY OF FRONTENAC ADMIN OFFICES

ADDITION BASEMENT 112.85

FILTER FABRIC

CLEAN CRUSHED STONE

GEOTEXTILE WRAPPED PERFORATED PERIMETER DRAINAGE

ADDITION U/S FOOTINGS 112.13

UNDISTURBED NATIVE SOIL OR ROCK

CONCRETE FOOTING

DRAWING

EAST AND SOUTH ADDITIONS WALL SECTIONS SCALE

1 : 20 PROFESSIONAL SEAL

DRAWN

DATE

TB CHECKED

SOUTH ADDITION WALL SECTION 2 SCALE:

1 : 20

0.4m

0.8m

1.2m

1.6m

7 2m

SOUTH ADDITION WALL SECTION 1 SCALE:

1 : 20

0.4m

0.8m

1.2m

1.6m

6 2m

EAST ADDITION WALL SECTION 7 SCALE:

1 : 20

0.4m

0.8m

1.2m

1.6m

5 2m

REVIEWED

EAST ADDITION WALL SECTION 5 SCALE:

1 : 20

0.4m

0.8m

1.2m

1.6m

DEC 2020 PRINTED

2022/03/15 DRAWING No.

TC PROJECT No.

2m NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

20027

318

1300

NOTES:

1690 C0PYRIGHT THIS DRAWING AND DESIGN ARE THE COPYRIGHT PROPERTY OF COLBOURNE & KEMBEL, ARCHITECTS INC. AND MUST NOT BE COPIED, REPRODUCED, OR DISTRIBUTED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. ISSUED COPIES MUST BE RETURNED TO THE ARCHITECT UPON COMPLETION.

10013 65

554

1006

65 1000

GL-4

1000

1013

4 322

CEILING

DRAWINGS MUST NOT BE SCALED. VERIFY DIMENSIONS ON SITE

STAINLESS STEEL TOP RAIL

12 322

GL-5

307

SCALE:

0.5m

GL-3

2 322

350

GL-3

3 322 2150

1.5m

GL-3

2.5m

GL-3

320

028 GLASS WALL ELEVATION

REFERENCE:

GL-3

955

STAINLESS STEEL BOTTOM RAIL

GL-3

GL-5

GL-3

2500

± 2180

OPAQUE STRIP APPLIED TO GLASS, COLOUR TO LATER SELECTION BY OWNER

GL-3

GL-1 TEMPERED GLASS GL-2 FIRE RATED GLASS (FRG) GL-3 SEALED INSULATING GLASS GL-4 LAMINATED SAFETY GLASS GL-5 GLAZED INSULATED SPANDREL PANEL

1 : 25 2575 950

400

965

12 322 65

13 322

GL-5

10 322

2085

GL-5

W5 WINDOW ELEVATION SCALE:

0.5m

1.5m

2.5m

1055

6080

1 : 25 11 322 1000

1000

1015

4 322

GL-3

3 322

1410

1860

2 322

2150

10 322

1000

245

GL-3

GL-5

1000

450

GL-3

GL-5

3620

GL-3

13 322

GL-3

998

GL-3

220

GL-3

10013

9 322

SCALE:

0.5m

W6 2m

1.5m

2.5m

W6 WINDOW ELEVATION

REFERENCE:

1 : 25

SCALE:

0.5m

W4 1.5m

W4 WINDOW ELEVATION SCALE:

2.5m

1 : 25

0.5m

2260 114

114

1073

975

450

GL-3

975

4 322

GL-3

2.5m

4875

4 322

GL-3

1 : 25

1160 1046

1.5m

GL-3

2 322

GL-3

EXISTING WALL

2 No.

PROVIDE THERMALLY BROKEN ALUMINUM WINDOW WITH SEALED INSULATING GLASS

PROJECT

3 322

1 322

2600

PROVIDE PRECAST CONCRETE SILL

ISSUED FOR 95% REVIEW REVISIONS/SUBMISSIONS

22/03/15 DATE

COUNTY OF FRONTENAC ADMIN OFFICES

INFILL EXISTING OPENING 2069 BATTERSEA RD, GLENBURNIE, ON DRAWING

1800

2150

2 322

2150

2 322

TC BY

GL-3 800

REFERENCE:

W7 WINDOW ELEVATION

450

5 SIMILAR 322

WINDOW ELEVATIONS SCALE

EXISTING WALL

5 322

20 322

As indicated PROFESSIONAL SEAL

DRAWN

Author CHECKED

Checker

W3 REFERENCE:

W3 WINDOW ELEVATION SCALE:

1 : 25

0.5m

W2 1.5m

2.5m

REFERENCE:

W2 WINDOW ELEVATION SCALE:

1 : 25

0.5m

W1 1.5m

2.5m

W1 WINDOW ELEVATION SCALE:

1 : 25

0.5m

1 1.5m

2.5m

REVIEWED

WINDOW INFILL ELEVATION/DETAIL

DEC 2020 PRINTED

2022/03/15 DRAWING No.

Designer

SCALE:

1N.T.S. :1

DATE

PROJECT No. NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

20027

320

NOTES:

2105

3000 100

915

993

1675

1052

993

1052

660

4100 915

100

915

5880

1028

100

915

973

DRAWINGS MUST NOT BE SCALED. VERIFY DIMENSIONS ON SITE

PARTITION ABOVE TO UNDERSIDE OF STRUCTURE/DECK

GL-4

STAINLESS STEEL TOP RAIL

GLASS DOOR OVERPANEL FITTING WITH PIVOT

GL-4

0.5m

GL-4

STAINLESS STEEL DOOR PULL ON EACH SIDE OF DOOR

100

STAINLESS STEEL BOTTOM RAIL

GLASS DOOR FLOOR SPRING

012 GLASS WALL ELEVATION SCALE:

GL-4

2600

2150

OPAQUE STRIP APPLIED TO GLASS, COLOUR TO LATER SELECTION BY OWNER

GLASS DOOR FLOOR SPRING

303

GL-4

1350

100

OPAQUE STRIP APPLIED TO GLASS, COLOUR TO LATER SELECTION BY OWNER

STAINLESS STEEL BOTTOM RAIL

REFERENCE:

GL-4

1350

2600

1350

STAINLESS STEEL DOOR PULL ON EACH SIDE OF DOOR

GL-4

GLASS DOOR TOP FITTING 2600

OPAQUE STRIP APPLIED TO GLASS, COLOUR TO LATER SELECTION BY OWNER

GL-4

100

GLASS DOOR TOP FITTING

GL-4

CEILING

2600

CEILING

100

GL-4

1350

GL-4

450

GL-4

GL-1 TEMPERED GLASS GL-2 FIRE RATED GLASS (FRG) GL-3 SEALED INSULATING GLASS GL-4 LAMINATED SAFETY GLASS GL-5 GLAZED INSULATED SPANDREL PANEL

1.5m

1 2m

003, 004, 006 GLASS WALL ELEVATION SCALE:

2.5m

1 : 25

0.5m

1.5m

ALL NOTES ARE TYPICAL FOR EACH GLASS WALL

2.5m

1 : 25

2720

960 480

1360

480

860

500

1800 100

915

GL-3 STAINLESS STEEL TOP RAIL

GL-3

1360

8 322

20 322

GL-3

8 322

14 322

EW11 WALL INFILL EW11 WALL INFILL

515

STAINLESS STEEL BOTTOM RAIL

2460

GL-3

1080

GL-3 2150

100

7 322

1350

STAINLESS STEEL DOOR PULL ON EACH SIDE OF DOOR

8 322

7 322

OPAQUE STRIP APPLIED TO GLASS, COLOUR TO LATER SELECTION BY OWNER

± 2460 EXISTING OPENING

1291

GL-4

745

GLASS DOOR TOP FITTING

7 322

785

14 322

FINISHED FLOOR

GLASS DOOR FLOOR SPRING

035 AND 036 GLASS WALL ELEVATION SCALE:

0.5m

1.5m

W12

W12 WINDOW ELEVATION SCALE:

2.5m

1 : 25

0.5m

W13 WINDOW ELEVATION SCALE:

1.5m

1 : 25

0.5m

W11 1.5m

W11 WINDOW ELEVATION SCALE:

1 : 25

0.5m

W10 1.5m

1 : 25

W10 WINDOW ELEVATION SCALE:

0.5m

1.5m

2.5m

1 : 25

1100 TYPICAL ± 1790 EXISTING OPENING 800

2 No.

4 322

990

TC BY

ISSUED FOR 95% REVIEW REVISIONS/SUBMISSIONS

22/03/15 DATE

EXISTING WALL

GL-3 GL-3

GL-3

PROJECT

GL-3 1785

GL-3

570

7 322

1215

8 322 6 322

COUNTY OF FRONTENAC ADMIN OFFICES

± 2585 EXISTING OPENING

GL-3

2 322

2069 BATTERSEA RD, GLENBURNIE, ON DRAWING

WINDOW ELEVATIONS AND GLASS WALL ELEVATIONS

800

SCALE

EW10 WALL INFILL

5 322

1 : 25 PROFESSIONAL SEAL

DRAWN

Author CHECKED

Checker

W9 WINDOW ELEVATION SCALE:

1 : 25

0.5m

W8 1.5m

2.5m

REVIEWED

W8 WINDOW ELEVATION SCALE:

1 : 25

0.5m

DATE

DEC 2020 PRINTED

2022/03/15 DRAWING No.

Designer

1.5m

PROJECT No.

2.5m NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

20027

321

NOTES:

16 EXTERIOR GRADE PLYWOOD SHEATHING ON 38 x 140 WOOD STUD FRAMING AT 400 O.C. FILL VOIDS W/ MINERAL WOOL INSULATION

EXTEND ROOFING MEMBRANE UP AND OVER PARAPET

PREFINISHED METAL FLASHING

± 154

178

EW1

THERMALLY BROKEN ALUMINUM WINDOW WITH SEALED INSULATING GLASS

100

RETURN PLASTER AT SILL

CAULKING

FACE OF EXISTING WALL BEYOND

CONTINUOUS PRESSURE TREATED WOOD BLOCKING

SOLID BLOCK

CONTINUOUS PRESSURE TREATED WOOD BLOCKING

SELF ADHERING TRANSITION MEMBRANE

CONTINUOUS LOCKING STRIP

FOAMED IN PLACE INSULATION

CONTINUOUS CANT STRIP

PREFINISHED METAL FLASHING

SELF ADHERING WATERPROOF MEMBRANE

PATCH AND REPAIR 16 GYPSUM BOARD RETURN

THERMALLY BROKEN ALUMINUM WINDOW WITH SEALED INSULATING GLASS

CAULKING SHIM AS REQUIRED AND FILL WITH FOAMED IN PLACE INSULATION

CONTINUOUS LOCKING STRIP 16 PLYWOOD ON 152 STEEL STUD FRAMING AT 400 O.C., FILL VOIDS W/ MINERAL WOOL INSULATION

SCALE:

168

0.1m

0.2m

0.4m

0.3m

114

200 MIN

PREFINISHED METAL FLASHING 16 EXTERIOR GRADE PLYWOOD SHEATHING ON 38 x 64 WOOD STUD FRAMING AT 400 O.C., FILL VOIDS WITH MINERAL FIBRE INSULATION

CONTINUOUS CANT STRIP

THERMALLY BROKEN ALUMINUM STOREFRONT WITH SEALED INSULATING GLASS

NEW ROOF ASSEMBLY

CURTAINWALL HEAD DETAIL

TO EDGE OF SLAB AT CURTAIN WALL (SEE DETAIL 4/317 1 : 5FOR TYPICAL EDGE OF SLAB)

CAULKING AND ROPE

VAPOUR BARRIER TRANSITION MEMBRANE

SHIM AS REQUIRED AND FILL WITH FOAMED IN PLACE INSULATION

EXTEND NEW ROOFING MEMBRANE UP AND OVER PARAPET AND MINIMUM 200 UP WALL

SLOPE

16 GYPSUM BOARD RETURN

CAULKING AND ROPE

CAULKING

PREFINISHED METAL FLASHING

THERMALLY BROKEN ALUMINUM CURTAIN WALL WITH GLAZED INSULATED SPANDREL PANEL

DRAWINGS MUST NOT BE SCALED. VERIFY DIMENSIONS ON SITE

SELF ADHERING FLEXIBLE FLASHING

EXISTING WALL

PRECAST CONCRETE SILL

VAPOUR BARRIER TRANSITION MEMBRANE

LAP AIR BARRIER OVER FLASHING

REFERENCE:

0.5m

WINDOW HEAD DETAIL SCALE:

321

0.2m

0.1m

4 0.3m

0.4m

STOREFRONT HEAD DETAIL AT SIDING SCALE:

0.5m

1:5

0.1m

0.2m

0.4m

0.3m

0.5m

1:5 16 GYPSUM BOARD RETURN

PATCH AND REPAIR 16 GYPSUM BOARD RETURN

THERMALLY BROKEN ALUMINUM CURTAINWALL WITH SEALED INSULATING GLASS

CONTINUOUS BENT ALUMINUM TO MATCH CURTAIN WALL FRAMING CONCRETE ON STEEL DECK, REFER TO STRUCTURAL

100

CAULKING

T/O STEEL

THERMALLY BROKEN ALUMINUM CURTAIN WALL WITH GLAZED INSULATED SPANDREL PANEL

FIRESTOPPING

225

0.1m

0.2m

0.4m

0.3m

EXISTING WALL

WINDOW SILL/WALL INFILL/ROOF DETAIL SCALE:

0.5m

1:5

0.1m

0.2m

0.3m

0.4m

8 REFERENCE:

0.5m

EXISTING WALL

CAULKING

CONTINUOUS PRESSURE TREATED WOOD BLOCKING

THERMALLY BROKEN ALUMINUM WINDOW WITH SEALED INSULATING GLASS

TRANSITION MEMBRANE

EXISTING WALL

THERMALLY BROKEN ALUMINUM STOREFRONT WITH SEALED INSULATING GLASS

SCALE:

0.2m

0.1m

3 0.3m

STOREFRONT JAMB AT MASONRY SCALE:

0.5m

0.1m

0.2m

0.4m

0.3m

0.5m

1:5

100

178

EW1

16 GYPSUM BOARD RETURN

THERMALLY BROKEN ALUMINUM WINDOW WITH SEALED INSULATING GLASS

VAPOUR BARRIER TRANSITION MEMBRANE

CAULKING

0.4m

1:5

SHIM AS REQUIRED AND FILL WITH FOAMED IN PLACE INSULATION

VAPOUR BARRIER TRANSITION MEMBRANE

CAULKING AND ROPE

WINDOW JAMB DETAIL

321

1:5

16 GYPSUM BOARD RETURN 139

PREFINISHED METAL PANNING

CURTAINWALL DETAIL AT GROUND FLOOR SCALE:

CAULKING AND ROPE

STEEL FRAMING. REFER TO STRUCTURAL

THERMALLY BROKEN ALUMINUM CURTAINWALL WITH SEALED INSULATING GLASS

SHIM AS REQUIRED AND FILL WITH FOAMED IN PLACE INSULATION

119.21

WALL INFILL: 16 EXTERIOR GRADE PLYWOOD 240 WOOD STUD FRAMING AT 400 O.C., FILL VOIDS W/ MINERAL FIBRE INSULATION RIGID INSULATON SELF ADHERING AIR/VAPOUR BARRIER 190 CONCRETE BLOCK 13 PLASTER, PAINT FINISH

CURTAIN WALL SUPPORT BRACKET

SHIM AS REQUIRED AND FILL WITH FOAMED IN PLACE INSULATION

178

GROUND FLOOR 116.05

CAULKING

STEEL FRAMING, REFER TO STRUCTURAL

VAPOUR BARRIER TRANSITION MEMBRANE

CAULKING CAULKING SHIM AS REQUIRED AND FILL WITH FOAMED IN PLACE INSULATION

CAULKING AND ROPE

160

SHIM AS REQUIRED AND FILL WITH FOAMED IN PLACE INSULATION

16 GYPSUM BOARD RETURN

SHIM AS REQUIRED AND FILL WITH FOAMED IN PLACE INSULATION

PREFINISHED METAL FLASHING

EW1 CAULKING AND ROPE

TRANSITION MEMBRANE

PREFINISHED METAL FLASHING

CONTINUOUS PRESSURE TREATED WOOD BLOCKING

THERMALLY BROKEN ALUMINUM CURTAINWALL WITH SEALED INSULATING GLASS

CAULKING AND ROPE THERMALLY BROKEN ALUMINUM CURTAINWALL WITH SEALED INSULATING GLASS

EXISTING WALL

TRANSITION MEMBRANE

CAULKING AND ROPE

CONTINUOUS PRESSURE TREATED WOOD BLOCKING

PREFINISHED METAL FLASHING

EW10

25 GALVANIZED STEEL GIRT

THERMALLY BROKEN ALUMINUM STOREFRONT WITH SEALED INSULATING GLASS

25 GALVANIZED STEEL GIRT

CURTAINWALL JAMB AT SIDING SCALE:

0.1m

0.2m

0.3m

13 0.4m

CURTAINWALL JAMB AT EXIST WALL SCALE:

0.5m

1:5

0.1m

0.2m

0.3m

0.4m

WINDOW SILL DETAIL SCALE:

0.5m

1:5

0.1m

0.2m

THERMALLY BROKEN ALUMINUM STOREFRONT WITH SEALED INSULATING GLASS

CAULKING

PREFINISHED METAL FLASHING

SLOPE

0.1m

0.2m

0.4m

0.3m

178

22/03/15 DATE

SHIM AS REQUIRED AND FILL WITH FOAMED IN PLACE INSULATION

THERMALLY BROKEN ALUMINUM WINDOW WITH SEALED INSULATING GLASS

SHIM AS REQUIRED AND FILL WITH FOAMED IN PLACE INSULATION

PROJECT

THERMALLY BROKEN ALUMINUM STOREFRONT WITH SEALED INSULATING GLASS

CAULKING

CAULKING 16 GYPSUM BOARD RETURN

SLOPE

CAULKING AND ROPE

VAPOUR BARRIER TRANSITION MEMBRANE

PREFINISHED METAL FLASHING

16 GYPSUM BOARD RETURN

COUNTY OF FRONTENAC ADMIN OFFICES

CAULKING AND ROPE 2069 BATTERSEA RD, GLENBURNIE, ON

GROUND FLOOR 116.05

SLOPE

PREFINISHED METAL FLASHING

DRAWING

WINDOW DETAILS

WATERPROOF MEMBRANE PREFINISHED METAL FLASHING

ISSUED FOR 95% REVIEW REVISIONS/SUBMISSIONS

0.5m

75 RIGID INSULATION

SLOPE

TC BY

1:5

CAULKING AND ROPE

2 No.

STOREFRONT JAMB AT SIDING SCALE:

0.5m

VAPOUR BARRIER TRANSITION MEMBRANE

THERMALLY BROKEN ALUMINUM CURTAINWALL WITH SEALED INSULATING GLASS

TRANSITION MEMBRANE

0.4m

0.3m

1:5 253

SHIM AS REQUIRED AND FILL WITH FOAMED IN PLACE INSULATION

CONTINUOUS PRESSURE TREATED WOOD BLOCKING

515 WALL THICKNESS TO

POURED CONCRETE

MATCH EXISTING ADJACENT WALL

SCALE

75 RIGID INSULATION

TRANSITION MEMBRANE

WATERPROOF MEMBRANE

EW11

1:5 PROFESSIONAL SEAL

EW1

POURED CONCRETE

DRAWN

DATE

TB CHECKED

CURTAINWALL DETAIL AT FLOOR SCALE:

1:5

0.1m

0.2m

0.3m

0.4m

5 0.5m

STOREFRONT SILL DETAIL AT FLOOR SCALE:

1:5

0.1m

0.2m

0.3m

0.4m

0.5m

WINDOW SILL DETAIL 2 SCALE:

1:5

0.1m

0.2m

1 0.3m

0.4m

0.5m

REVIEWED

STOREFRONT SILL DETAIL AT SIDING SCALE:

1:5

0.1m

0.2m

0.3m

0.4m

DEC 2020 PRINTED

2022/03/15 DRAWING No.

TC PROJECT No.

0.5m NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

20027

322

NOTES:

1830

1850

915

925

PTD

MR COORDINATE RECEPTACLE HEIGHT WITH TOP OF BACKSPLASH

IN B/F WASHROOM

SWITCHES

1100

1000

SND

S.S. SHELF

FE SURFACE MOUNT

600

400

1075

1100 MAXIMUM

SDP

FIRE ALARM PULL STATION

STANDARD RECEPTACLE

TYPICAL MOUNTING HEIGHTS 0.4m

0.8m

11 1.6m

1.2m

203 AND 207 MILLWORK ELEVATION SCALE:

1 : 20

0.5m

1.5m

1972

1649

975

1 324

800

1 324

975

0.5m

1.5m

2.5m

1 : 25

810

975

019 MILLWORK ELEVATION SCALE:

2.5m

1 : 25

1975 12

1 324

1200

INTERCOM AND CAMERA

TPD

PDO

TOP OF BACKSPLASH

DRAWINGS MUST NOT BE SCALED. VERIFY DIMENSIONS ON SITE

FRIDGE NIC

COUNTER HEIGHT RECEPTACLE

SCALE:

810 925

1 WITHOUT UPPERS 324

3200

2175

575

800

1 324

800

FRIDGE NIC

9 - 008 MILLWORK ELEVATION

8 - 008 MILLWORK ELEVATION

8 -9 008 MILLWORK ELEVATION 1 SCALE:

0.5m

1.5m

7 2m

011 MILLWORK ELEVATION SCALE:

2.5m

1 : 25

0.5m

1.5m

SCALE:

2.5m

1 : 25

1600

0.5m

1.5m

5 2m

024 MILLWORK ELEVATION SCALE:

2.5m

1 : 25

810

800

125 MILLWORK ELEVATION

0.5m

1.5m

2.5m

1 : 25

3000

± 1500

2000

1350 2 No.

MIN

800

400

800

1 324

600

TC BY

ISSUED FOR 95% REVIEW REVISIONS/SUBMISSIONS

22/03/15 DATE

1 324

OPENING BETWEEN COLUMNS

PROJECT

FRIDGE NIC

3 324

2 324

COUNTY OF FRONTENAC ADMIN OFFICES

4 324

2069 BATTERSEA RD, GLENBURNIE, ON DRAWING

FRIDGE NIC

ANGLED GABLES

MILLWORK ELEVATIONS AND TYPICAL MOUNTING HEIGHTS SCALE

ANGLED

As indicated PROFESSIONAL SEAL

DRAWN

DATE

CG CHECKED

129 MILLWORK ELEVATION SCALE:

1 : 25

0.5m

1.5m

3 2m

2.5m

107 MILLWORK ELEVATION SCALE:

1 : 25

0.5m

1.5m

2 2m

2.5m

RECEPTION 103 MILLWORK ELEVATION 2 SCALE:

1 : 25

0.5m

1.5m

2.5m

REVIEWED

RECEPTION 103 MILLWORK ELEVATION 1 SCALE:

1 : 25

0.5m

1.5m

DEC 2020 PRINTED

2022/03/15 DRAWING No.

TC PROJECT No.

2.5m NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

20027

323

NOTES:

760

300

687

350

LINE OF GWB WRAPPED COLUMN BEYOND

481

COUNTER TOP BEYOND

LINE OF GWB WRAPPED COLUMN BEYOND

687

2 No. 625

19x38 HARDWOOD NOSING, GLUED AND NAILED

GABLE BEYOND 19 HARDWOOD PLYWOOD TOP WITH P.LAM FINISH. MAKE TOP OF P.LAM FLUSH WITH TOP OF HARDWOOD NOSING

19x38 HARDWOOD NOSING, BOTH SIDES, GLUED AND NAILED

19x38 HARDWOOD NOSING GLUED AND NAILED

CONTINUOUS HARDWOOD BLOCKING

COUNTY OF FRONTENAC ADMIN OFFICES

CONTINUOUS HARDWOOD BLOCKING

2069 BATTERSEA RD, GLENBURNIE, ON

500

19mm PLYWOOD WITH STAIN GRADE CLEAR OAK VENEER ON ALL EXPOSED GABLES AND FRONTS, C/W SOLID CLEAR OAK EDGING ON ALL EXPOSED EDGES

DRAWING

MILLWORK DETAILS

750

19mm PLYWOOD WITH STAIN GRADE CLEAR OAK VENEER ON ALL EXPOSED GABLES AND FRONTS, C/W SOLID CLEAR OAK EDGING ON ALL EXPOSED EDGES

900

GABLE BEYOND 750

750

GABLE BEYOND

19mm PLYWOOD WITH STAIN GRADE CLEAR OAK VENEER ON ALL EXPOSED GABLES AND FRONTS, C/W SOLID CLEAR OAK EDGING ON ALL EXPOSED EDGES

80 °

GABLE BEYOND

460 AT COPY 129

500

1030

500

SCALE

1 : 10 PROFESSIONAL SEAL

DRAWN

Author CHECKED

Checker

RECEPTION DETAIL 3 SCALE:

1 : 10

0.2m

0.4m

3 0.6m

0.8m

RECEPTION DETAIL 2 SCALE:

1 : 10

0.2m

0.4m

2 0.6m

0.8m

22/03/15 DATE

PROJECT

600

CONTINUOUS HARDWOOD BLOCKING

ISSUED FOR 95% REVIEW REVISIONS/SUBMISSIONS

19 HARDWOOD PLYWOOD TOP WITH P.LAM FINISH. MAKE TOP OF P.LAM FLUSH WITH TOP OF HARDWOOD NOSING

280

19x38 HARDWOOD NOSING, BOTH SIDES, GLUED AND NAILED

485 AT COPY 129

TC BY

500

LINE OF GWB WRAPPED COLUMN BEYOND

RECEPTION DETAIL 1 SCALE:

1 : 10

0.2m

0.4m

1 0.6m

0.8m

REVIEWED

MILLWORK DETAIL 1

DEC 2020 PRINTED

2022/03/15 DRAWING No.

Designer

SCALE:

1 : 10

DATE

PROJECT No. NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

20027

324

FINISH PT/-PT PT PT PT/-PT PT/-PT –PT PT PT PT PT –PT PT -PT -PT PT PT PT PT PT PT PT

MAT’L EX GWB EX GWB/GWB GL-4/GWB GL-4 EX GWB GL-4/GWB EX GWB EX GWB EX EX GWB GL-4 GWB EX GWB EX GWB EX -EX GWB/GWB GWB EX EX EX GWB -EX/GWB EX/GWB EX/GWB GL-4/GWB GWB GWB

FINISH PT PT –/PT -PT –/PT PT PT –PT -PT PT PT –PT PT -PT -PT -PT PT PT –/PT PT PT

MAT’L GWB GWB GWB GWB GWB EX GWB/GWB GWB EX GWB EX EX EX GWB/GWB EX GWB EX GWB/GWB EX GWB/GWB EX GWB EX -EX GWB EX GWB/GWB EX EX EX EX GWB EX/GWB EX/GWB EX/GWB EX GWB EX

FINISH PT PT PT PT PT PT PT PT –PT PT PT PT PT –PT PT -PT -PT PT PT PT PT PT PT PT

MAT’L EX GWB EX GWB GWB GWB GWB EX GWB/GWB GWB GWB EX EX EX GWB/GWB GWB GWB GWB EX/GWB EX -EX GWB/GWB EX GWB EX EX EX EX GWB EX EX/GWB EX/GWB GWB EX/GWB GWB

FINISH PT PT PT PT PT PT PT PT –PT PT PT PT PT –PT PT -PT -PT PT PT PT PT PT PT PT

TYPE ACT1 ACT1 ACT1 ACT1 ACT1 ACT1 ACT1 ACT1 EX ACT EX ACT ACT1 ACT1 ACT1 ACT1 ACT1 EX ACT -ACT1/EX ACT ACT1 EXIST GWB2 EX GWB GWB2 GWB2 GWB2 GWB2 GWB2 GWB2 GWB2 GWB2

FINISH ——————–PT PT PT PT PT PT PT PT PT PT

CT LVT CT VCT LVT LVT LVT LVT LVT LVT LVT CT CT CT

CT CT RB RB RB RB RB RB RB RB CT CT

GWB -GWB CONC GWB GWB GWB EX/GWB GWB CONC EX/GWB GL/GWB GL/GWB EX/GWB

PT -PT PT PT PT PT PT PT PT PT –/PT –/PT –/PT

GWB -GWB GWB GWB GWB CONC/GWB EX GWB GWB EX/GWB GL/GWB GWB EX

PT -PT PT PT PT PT PT PT PT PT –/PT PT PT

GWB -GWB CONC CONC GWB CONC EX/GWB GWB GWB GWB GL/GWB/STONE GL/GWB/STONE EX

PT -PT PT PT PT PT PT PT PT PT –/PT/—/PT/-PT

GWB -GWB GWB GWB GWB GWB EX/GWB GWB GWB EX/GWB GL/GWB GWB EX/GWB

PT -PT PT PT PT PT PT PT PT PT –/PT PT –/PT

PT PT PT —-PT PT -PT —/PT –/PT/PT

031 032 033 034 035 036 037 038 039 040 041 100 101 102

VESTIBULE LIFT W/R STORAGE OFFICE OFFICE WORKSTATIONS IT ROOM CORRIDOR COPY CORRIDOR VEST LOBBY CORRIDOR

103 104 105 106 107 108 109 110 111 112 113

RECEPTION BF W/R W/R STAIR/EXIT SHARED COLLAB SPACE TRAINING/ MEETING ROOM TRAINING/ MEETING ROOM MEETING STORAGE CLERK CORRIDOR

CARPET TILE CT CT EX/CONC LVT CARPET TILE LVT CARPET TILE LVT LVT LVT

RB CT CT RB RB RB RB RB RB RB RB

EX/GWB GWB GWB EX/GWB EX/GWB EX EX/GWB GWB EX EX EX/GWB

PT PT PT –/PT PT PT PT PT PT PT PT

GWB GWB GWB EX/CB GWB EX EX GWB EX EX EX/GWB

PT PT PT –/PT PT PT PT PT PT PT PT

GWB GWB GWB EX EX/GWB -GWB GWB GWB EX EX/GWB

PT PT PT -PT -PT PT PT PT PT

EX/GWB GWB GWB CB EX/GWB EX -EX GWB GWB GWB EX/GWB

PT PT PT PT PT PT -PT PT PT PT

EXP STRU EXP STRU GWB1 ACT1 ACT1 ACT1 ACT1 GWB2 EXP STRU ACT1 EXP STRU ACT2 ACT2/GWB1 ACT2/EX GWB/GWB2 ACT2/GWB1 GWB1 GWB1 ACT2/EX GWB ACT2/GWB1 EX GWB/GWB2 EX GWB/GWB2 EX GWB EX GWB EX GWB EX GWB/GWB2

114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216

OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE W/R CORRIDOR VEST W/R UNIV W/R KITCHEN BREAK ROOM BREAKOUT SPACE MEETING ROOM COPY WORK AREA OFFICE OFFICE POD WORKSTATIONS OFFICE OFFICE OFFICE OFFICE CORRIDOR GROUP ROOM STORAGE W/R STORAGE OFFICE W/R WORKSTATIONS OFFICE

LVT LVT LVT VTL LVT LVT EX LVT CT CT CT LVT LVT LVT CARPET TILE

RB RB RB RB RB RB EX RB CT CT CT RB RB RB RB

EX GWB GWB EX GWB EX GWB EX GWB/GWB EX GWB EX GWB GWB GWB GWB GWB GWB GWB GWB

PT PT PT PT PT PT -PT PT PT PT PT PT PT PT

GWB EX GWB GWB GWB EX GWB/GWB GWB EX GWB GWB GWB GWB GWB GWB GWB GWB

PT PT PT PT PT PT -PT PT PT PT PT PT PT PT

EX GWB EX GWB EX GWB GWB EX GWB/GWB EX GWB EX GWB GWB GWB GWB GWB GWB GWB GWB

PT PT PT PT PT PT -PT PT PT PT PT PT PT PT

GWB GWB GWB EX GWB EX GWB EX GWB EX EX/GWB EX GWB GWB GWB GWB GWB GWB

PT PT PT PT PT PT -PT PT PT PT PT PT PT PT

GWB2 EX GWB EX GWB EX GWB EX GWB EX GWB/GWB2 EX GWB ACT2 GWB1 GWB1 GWB1 ACT2 ACT2 ACT2 ACT2/GWB1

PT PT PT PT PT PT PT -PT PT PT —–/PT

LVT LVT LVT LVT LVT LVT LVT LVT CARPET TILE LVT CT LVT LVT EX LVT LVT

RB RB RB RB RB RB RB RB RB RB CT RB RB EX RB RB

EX GWB EX GWB EX GWB/GWB GWB EX GWB GWB EX GWB EX GWB/GWB GWB GWB EX GWB/GWB EX GWB GWB EX EX GWB GWB

PT PT PT PT PT PT PT PT PT PT PT PT PT -PT PT

EX GWB GWB EX GWB EX GWB GWB EX GWB GWB EX GWB/GWB GWB EX GWB GWB GWB EX GWB EX EX GWB/GWB EX GWB

PT PT PT PT PT PT PT PT PT PT PT PT PT -PT PT

GWB GWB GWB EX GWB EX GWB EX GWB EX GWB EX GWB/GWB GWB GWB EX GWB EX GWB GWB EX EX GWB/GWB EX GWB

PT PT PT PT PT PT PT PT PT PT PT PT PT -PT PT

EX GWB GWB GWB GWB GWB GWB GWB EX GWB/GWB EX GWB EX GWB GWB EX GWB EX GWB EX EX GWB/GWB GWB

PT PT PT PT PT PT PT PT PT PT PT PT PT -PT PT

GWB2 GWB2 GWB2 GWB2 GWB2 EX GWB EX GWB EX GWB/GWB2 EX GWB EX GWB EX GWB EX GWB EX GWB EX GWB EX GWB/GWB2 EX GWB/GWB2

PT PT PT PT PT PT PT PT PT —PT -PT PT

–/PT PT PT —/PT PT PT PT PT PT PT

COMMENTS

RB TREAD/RISER ON STAIR. PT STRINGERS/RAILINGS

STAIN AND VARNISH TREADS/RISERS/ STRINGERS/RAILINGS

TYPE 5 2 4 4 4 2 3 4 3 3 4 1 1 1 1 1 3 1 2 5 5 1 1 4 4 3 5 5 3 3 1 1 3 5 5 3 2 1 3 3 3 3 3 3 3 2 11 3 5 5 1 1 3 3 2 1 5 3 1 2 2

DOOR MAT’L ALUM HM GL-4 GL-4 GL-4 WOOD WOOD GL-4 WOOD WOOD GL-4 WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD ALUM ALUM WOOD WOOD GL-4 GL-4 WOOD ALUM ALUM WOOD WOOD WOOD WOOD HM ALUM ALUM WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD ALUM ALUM WOOD WOOD WOOD WOOD WOOD WOOD ALUM WOOD WOOD WOOD WOOD

FINISH ANOD PAINT GL-4 GL-4 GL-4 PAINT PAINT GL-4 PAINT PAINT GL-4 PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT ANOD ANOD PAINT PAINT GL-4 GL-4 PAINT ANOD ANOD PAINT PAINT PAINT PAINT PAINT ANOD ANOD PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT ANOD ANOD PAINT PAINT PAINT PAINT PAINT PAINT ANOD PAINT PAINT PAINT PAINT

TYPE F25 F1A 1/321 1/321 1/321 F1A F1A 2/321 F20 F1A 2/321 F1A F1B F1A F1B F1A F1A F1A F1A F1C W6 F1A F1A 4/321 4/321 F1B F4 F5 F2 F1B F1 F1 F1 F21 W7 F1A F1A F1A F1B F1A F1A F1A F16 F16 F16 F1A F17 F1B F1C F23 F1A F1A F1A F1A F1A F1A F24 F1A F1A F1A F9

FRAME MAT’L ALUM WOOD GL-4 GL-4 GL-4 HM HM GL-4 ALUM HM GL-4 HM HM HM HM HM HM HM HM ALUM ALUM HM HM GL-4 GL-4 HM ALUM ALUM HM HM HM HM HM ALUM ALUM HM HM HM HM HM HM HM ALUM ALUM ALUM HM ALUM HM ALUM ALUM HM HM HM HM HM HM ALUM HM HM HM ALUM

FINISH ANOD VARN GL-4 GL-4 GL-4 PAINT PAINT GL-4 ANOD PAINT GL-4 PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT ANOD ANOD PAINT PAINT GL-4 GL-4 PAINT ANOD ANOD PAINT PAINT PAINT PAINT PAINT ANOD ANOD PAINT PAINT PAINT PAINT PAINT PAINT PAINT ANOD ANOD ANOD PAINT ANOD PAINT ANOD ANOD PAINT PAINT PAINT PAINT PAINT PAINT ANOD PAINT PAINT PAINT ANOD

3 3 3 3 1 3 1 1 3 3 3

WOOD WOOD WOOD WOOD HM WOOD WOOD WOOD WOOD WOOD WOOD

PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT

F15 F15 F10 F11 F1A F6 F1B F1B F12 F1B F15

ALUM ALUM ALUM ALUM HM ALUM HM HM ALUM HM ALUM

ANOD ANOD ANOD ANOD PAINT ANOD PAINT PAINT ANOD PAINT ANOD

SEE SCHEDULE

GLAZING TYPE GL-3 GL-1 GL-4 GL-4 GL-4 GL-1 GL-1 GL-4 GL-1 GL-1 GL-4 N/A N/A N/A N/A N/A GL-1 N/A GL-1 GL-1 GL-3 N/A N/A GL-4 GL-4 GL-1 TEMP GL-3 GL-1 GL-1 N/A N/A GL-3 GL-1 GL-3 GL-1 GL-1 N/A GL-1 GL-1 GL-1 GL-1 GL-1 GL-1 GL-1 GL-1 GL-1 GL-1 GL-1 GL-3 N/A N/A GL-1 GL-1 GL-1 N/A GL-3 GL-1 N/A GL-1 GL-1

FRR

3/4 HR

GL-1 GL-1 GL-1 GL-1 N/A GL-1 N/A N/A GL-1 GL-1 GL-1

185

YES YES YES YES YES YES YES YES YES YES YES

YES YES YES YES YES

DOOR TYPE 1

ALUMINUM STOREFRONT FRAMING

YES

YES YES YES YES YES YES YES YES YES YES YES YES YES YES

YES

YES YES

THR/SWP COMMENTS YES

DRAWINGS MUST NOT BE SCALED. VERIFY DIMENSIONS ON SITE

GL-1 TEMPERED GLASS GL-2 FIRE RATED GLASS (FRG) GL-3 SEALED INSULATING GLASS GL-4 LAMINATED SAFETY GLASS GL-5 GLAZED INSULATED SPANDREL PANEL

YES YES YES YES YES YES YES

YES YES

YES YES YES

YES YES

YES

YES YES

YES YES YES YES YES YES YES

YES

YES YES

YES

YES YES YES YES

YES YES YES

YES

YES YES YES YES YES

YES

YES YES YES

YES

YES YES

YES

YES YES

YES

YES YES YES YES YES YES YES YES YES YES YES

YES

YES YES YES YES YES YES YES YES YES YES YES YES

YES

YES YES

YES YES YES

YES

YES YES YES YES YES YES

YES YES YES YES YES

YES

PTL AND EPB

YES YES

YES YES YES YES YES YES YES YES YES YES YES

YES YES YES YES YES YES

SEE SCHEDULE

185

102

900

572

2 No.

TC BY

ISSUED FOR 95% REVIEW REVISIONS/SUBMISSIONS

22/03/15 DATE

STAINLESS STEEL BOTTOM RAIL 178

DOOR TYPE 2

DOOR TYPE 3

DOOR TYPE 4

DOOR TYPE 5

0.2m

0.1m

SCALE:

0.3m

0.5m

1.5m

2.5m

1 : 25 2069 BATTERSEA RD, GLENBURNIE, ON

50 16

SHIM AS REQUIRED

56 50

114

TRANSITION MEMBRANE

ALUMINUM DOOR

GLASS ALUMINUM STOREFRONT FRAMING

FRAME DETAIL 8

6 0.3m

FRAME DETAIL 6 SCALE:

1:5

0.1m

4 0.2m

0.3m

ALUMINUM STOREFRONT FRAMING

CAULKING

FRAME DETAIL 4 SCALE:

1:5

0.1m

3 0.2m

0.3m

DOOR HOLLOW METAL FRAME

1:5

0.1m

2 0.2m

0.3m

FRAME DETAIL 2 SCALE:

1:5

INTERIOR FINISH SCHEDULE, DOOR SCHEDULE AND DOOR ELEVATIONS

FRAME ANCHOR

SCALE

As indicated PROFESSIONAL SEAL

0.1m

1 0.2m

0.3m

CHECKED

Checker REVIEWED

FRAME DETAIL 1 SCALE:

1:5

0.1m

DRAWN

Author

DOOR, SEE SCHEDULE PAINTED HOLLOW METAL FRAME

CAULKING

FRAME DETAIL 3 SCALE:

CAULKING

146

CAULKING

DRAWING

50 16

100

EXISTING WALL CAULKING FRAME ANCHOR

206 AT P7 WALLS

1:5

COUNTY OF FRONTENAC ADMIN OFFICES

SCALE:

0.3m

DOOR TYPES

184 AT P7 WALLS

0.2m

0.1m

FRAME DETAIL 5

ALUMINUM DOOR

1:5

YES

124

GLASS

0.2m

YES

STP

YES YES YES YES YES YES YES YES YES YES

GL-4

PREFINISHED METAL PANNING

0.1m

YES

PDO

114

SCALE:

CAULKING AND ROPE

YES YES YES

146

FRAME DETAIL 7

SCALE:

YES YES YES

CLSR YES

PROJECT

1:5

HARDWARE PSH PUL YES

ALUMINUM DOOR

CONTINUOUS PRESSURE TREATED WOOD BLOCKING

PANIC YES

YES

185

500

ALUMINUM STOREFRONT FRAMING

160

YES YES YES

300

GLASS

SHIM AS REQUIRED AND FILL WITH FOAMED IN PLACE INSULATION

ALUMINUM STOREFRONT FRAMING AND ALUMINUM DOOR

YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES

LTCH

GLASS

16 GYPSUM BOARD RETURN

CAULKING AND ROPE

LCK YES

SEE SCHEDULE

GL-3

VAPOUR BARRIER TRANSITION MEMBRANE

HNG YES

SEE SCHEDULE

185

ALUMINUM STOREFRONT FRAMING

GL-1

HEIGHT 2150 2134 2150 2150 2150 2134 2134 2150 2150 2134 2150 2134 2134 2134 2134 2134 2134 2134 2134 2150 2150 2134 2134 2150 2150 2134 2150 2150 2134 2134 2134 2134 2134 2150 2150 2134 2134 2135 2134 2134 2134 2134 2150 2150 2150 2134 2150 2134 2134 2150 2134 2134 2134 2134 2134 2135 2150 2134 2134 2134 2150 2150 2150 2150 2150 2150 2134 2150 2134 2134 2150 2134 2150

SEE SECHEDULE

MAT’L GWB/GL4 EX GWB EX/GWB EX GWB GWB/GL4 EX GWB GWB/GL4 EX GWB EX EX EX GWB EX GWB GWB GWB EX GWB EX -EX GWB/GWB GWB EX EX/GWB EX EX GWB EX EX EX/GWB EX/GWB GWB GWB

WIDTH 965 965 915 915 915 965 965 915 965 965 915 965 915 965 965 965 965 810 965 965 965 810 965 915 915 965 1930 1930 965 965 965 860 965 965 965 965 965 1680 965 965 860 860 965 965 965 965 965 965 965 965 760 965 965 965 965 1120 965 965 860 965 965 915 965 965 965 965 760 965 810 915 965 915 965

102

MAT’L RB RB RB RB RB RB RB RB EX EX RB RB RB RB RB RB RB EX RB EX RB RB RB RB RB RB CT RB

SINGLE/PAIR SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE PAIR PAIR SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE PAIR SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE PAIR SINGLE SINGLE SINGLE SINGLE SINGLE SLIDING SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE

260

MAT’L LVT LVT LVT CARPET TILE LVT CARPET TILE LVT LVT EX EX CARPET TILE CARPET TILE LVT LVT CARPET TILE EX EX LVT LVT EX VCT EX VCT LVT VCT VCT LVT LVT CT LVT

NO. 001 002 003 004 006 011 011B 012 013 014 015 021A 021B 023 025 026 028 029 030 031 031X 033 034 035 036 038 100 100X 103A 103B 104 105 106X 107 107X 109 110 111 112 113A 113B 114 115 116 117 118 119 121 122 122X 123 124 125 126 127A 127B 127X 128A 128B 128C 201 202 204 205 206 207 208 209 211 212 213 215 216

SEE SECHEDULE

WEST

SEE SECHEDULE

EAST

185

CEILING

SOUTH

SEE SECHEDULE

WALLS NORTH

200

ROO M NO. ROOM NAME 001 WORKSTATIONS 002 OFFICE 003 OFFICE 004 COLLAB ROOM 005 WORKSTATIONS 006 MEETING ROOM 007 WORKSTATIONS 008 COPIER/ STORAGE 009 WOMENS WR 010 MENS WR 011 SHARED MEETING ROOM 012 SHARED MEETING ROOM 013 OFFICE 014 WORKSTATIONS 015 SHARED MEETING ROOM 016 EXIT STAIR 017 ELEV 018 CORRIDOR 019 COFFEE STATION 020 EXISTING ELECTRICAL 021 STORAGE 022 CORR. 023 STORAGE 024 KITCHEN 025 STORAGE 026 STORAGE 027 CORRIDOR 028 OFFICE 029 W/R 030 STAIRS

BASE

NOTES:

SEE SECHEDULE

FLOOR

DOOR SCHEDULE

185

INTERIOR FINISH SCHEDULE

DATE

DEC 2020 PRINTED

2022/03/15 DRAWING No.

Designer

0.2m

PROJECT No.

0.3m NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

20027

325

NOTES:

3700

2465 738

739

114

965

835

840

730

900

965

4 325

GL-1

460

GL-1

6 325

4 325

GL-1

4 325

3 325

2056

2105

2700

5 325

GL-1

GL-1 TEMPERED GLASS GL-2 FIRE RATED GLASS (FRG) GL-3 SEALED INSULATING GLASS GL-4 LAMINATED SAFETY GLASS GL-5 GLAZED INSULATED SPANDREL PANEL

2700

GL-1

2700

GL-1

2700

GL-1

DRAWINGS MUST NOT BE SCALED. VERIFY DIMENSIONS ON SITE

GL-1

510 45

3550

FRAME TYPE F13 2m

1.5m

SCALE:

2.5m

1 : 25 3400 1090

1090

1085

1090

114

GL-1

5 325

965

114

GL-1

2.5m

1930

45 114

1090

1091

GL-1

GL3

GL-1

5 325

6 325

GL3

8 325

7 325

45 45

F11 F10 REFERENCE:

THERMALLY BROKEN ALUMINUM STOREFRONT FRAMING

F10 FRAME TYPE F10 AND F11 SCALE:

0.5m

F7 2m

1.5m

GL-1

2105

3 325

GL-1

4 325

2700

4 325

GL-1

2700

3 325

GL-1

950

GL-1

460

GL-1

460

GL-1

950

1.5m

5585

3000

2700

965

0.5m

1 : 25

460

SCALE:

2.5m

1.5m

2190

965

1 : 25

0.5m

2150

1055

FRAME TYPE F9

2600

360

0.5m

FRAME TYPE F12

SCALE:

F12

2105

F13

FRAME TYPE F7 SCALE:

2.5m

1 : 25

0.5m

1.5m

REFERENCE:

2.5m

1 : 25

FRAME TYPE F6 SCALE:

0.5m

1.5m

FRAME TYPE F5 SCALE:

2.5m

1 : 25

0.5m

1.5m

2.5m

1 : 25

2120 2600 1255

1255

114 50

GL-1

550

SEE SCHEDULE

50 2 No.

SEE SCHEDULE 50

TC BY

ISSUED FOR 95% REVIEW REVISIONS/SUBMISSIONS

22/03/15 DATE

360

GL-1

360

GL1

1665 45

GL-1

135

1930

114

PROJECT

3 325

SEE SCHEDULE

1 325

COUNTY OF FRONTENAC ADMIN OFFICES

1 325

2 325 SEE SCHEDULE

SEE SCHEDULE

2600

2150

6 325

2105

2600

6 325

SEE SCHEDULE

7 325

2069 BATTERSEA RD, GLENBURNIE, ON DRAWING

FRAME ELEVATIONS 45

SCALE

1 : 25 PROFESSIONAL SEAL

ALUMINUM STOREFRONT FRAMING

HOLLOW METAL FRAME

ALUMINUM STOREFRONT FRAMING

STOREFRONT

HOLLOW METAL

DRAWN

DATE

HOLLOW METAL

CHECKED

FRAME TYPE F4 SCALE:

1 : 25

0.5m

F3 1m

1.5m

FRAME TYPE F3 SCALE:

1 : 25

0.5m

F2 1m

1.5m

FRAME TYPE F2 SCALE:

1 : 25

0.5m

F1C 1m

1.5m

FRAME TYPE F1C SCALE:

1 : 25

0.5m

F1B 1m

1.5m

FRAME TYPE F1B SCALE:

1 : 25

0.5m

F1A 1m

1.5m

REVIEWED

FRAME TYPE F1A SCALE:

1 : 25

0.5m

DEC 2020 PRINTED

2022/03/15 DRAWING No.

PROJECT No.

1.5m NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

20027

326

NOTES:

GL-1 TEMPERED GLASS GL-2 FIRE RATED GLASS (FRG) GL-3 SEALED INSULATING GLASS GL-4 LAMINATED SAFETY GLASS GL-5 GLAZED INSULATED SPANDREL PANEL

690

2750

2200

1790 965

965

1100

1092

965

513

4130

965

GL-5

GL-3

3 SIMILAR 322

2105

GL-1

4 325

3 325

2150

980

GL-3

2700

2 322

460

GL-3

360

8 325

2585

8 SIMILAR 325

GL-3

2600

GL-3

980

2105

GL-3

345

GL-3

2195

GL-5 GL-3

980

F25 FRAME ELEVATION 2m

1.5m

SCALE:

2.5m

1 : 25

0.5m

1.5m

FRAME TYPE F23 SCALE:

2.5m

1 : 25

0.5m

F21 1m

45 45

965

925

1310

925

2.5m

965

1830 45

210

965

730

45 2 No.

2700

3 325

TC BY

ISSUED FOR 95% REVIEW REVISIONS/SUBMISSIONS

22/03/15 DATE

GL-1

PROJECT

2150

4 325

3 325

2150

3 325

2195

GL-1

3 325 2150

GL-1

460

4 325

GL-1

460

GL-1

4 325

1.5m

GL-1

COUNTY OF FRONTENAC ADMIN OFFICES

2700

960

0.5m

960

SCALE:

2.5m

1 : 25

1 : 25 3965

3065

1.5m

FRAME TYPE F21

460

F23

0.5m

FRAME TYPE F24

2069 BATTERSEA RD, GLENBURNIE, ON

2150

SCALE:

F24

2700

F25

DRAWING

FRAME ELEVATIONS SCALE

1 : 25 PROFESSIONAL SEAL

DRAWN

Author CHECKED

Checker

F20

FRAME TYPE F20 SCALE:

1 : 25

0.5m

F17 1m

1.5m

2.5m

FRAME TYPE F17 SCALE:

1 : 25

0.5m

F16 1m

1.5m

2.5m

FRAME TYPE F16 SCALE:

1 : 25

0.5m

F15 1m

1.5m

2.5m

REVIEWED

FRAME TYPE F15 SCALE:

1 : 25

0.5m

DATE

DEC 2020 PRINTED

2022/03/15 DRAWING No.

Designer

1.5m

PROJECT No.

2.5m NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

20027

327

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