A-211 SECOND FLOOR PLAN AND ROOF PLAN · PDF fileg e n e r a l n o t e s : • the...

14
I M P O R T A N T N O T E : THE CONTRACTOR SHALL NOT MAKE ANY CHANGES OR MODIFICATIONS WITHOUT ARCHITECT'S WRITTEN CONSENT. THE CONTRACTOR ASSUMES FULL LEGAL AND CONTRACTUAL LIABILITY FOR ANY UNAUTHORIZED CHANGES. THE CONTRACTOR MAY BE REQUIRED TO CORRECT THEM AT HIS OWN COST. A-210 PROJECT NO.: DRAWN BY: DATE: CHECKED BY: DRAWING NO.: DRAWING NAME: PROJECT NAME: P.F. ISSUED FOR DATE ARCHITECT'S SEAL: PROJECT NORTH: BASEMENT FLOOR PLAN AND GROUND FLOOR PLAN 3225 UPLANDS TRIPLEXES G E N E R A L N O T E S : • THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ON SITE AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO MANUFACTURING OR CONSTRUCTION. • DO NOT SCALE DRAWINGS. • ALL WORK SHALL COMPLY WITH THE LOCAL BUILDING CODE AND THE REQUIREMENTS OF ALL AUTHORITIES HAVING JURISDICTION. • THIS DRAWING SET IS THE EXCLUSIVE PROPERTY OF ATELIER 292 ARCHITECT INC. COPYRIGHT RESERVED. R.M. atelier 292 INTERNAL REVIEW & COORDINATION A R C H I T E C T INC. 2 9 2 m a i n s t r e e t o t t a w a o n t a r i o k 1 s 1 e 1 c a n a d a t e l: 6 1 3 / 2 3 1 . 2 2 4 5 f a x: 6 1 3 / 2 3 4 .3 1 7 6 w w w . a t e l i e r 2 9 2 . c o m 1628 2016-11-11 2017-06-07 CONSULTANTS COORDINATION 2017-08-11 ISSUED FOR BUILDING PERMIT 2017-09-13 W/D F UP 8 x 192 = 1,538 1 2 3 4 5 6 7 8 2,909 3,529 2,909 2,909 3,529 2,909 9,346 2,967 89 914 B3 A-310 A1 A-310 B1 A-310 A3 A-310 9 10 11 A-260 1 W13 BEDROOM 3 AREA: 11 m 2 CL CL CL BEDROOM 2 AREA: 10 m 2 KITCHEN AREA: 10 m 2 LIVING ROOM AREA: 20 m 2 HALL AREA: 6 m 2 MECH. ROOM AREA: 10 m 2 STAIR AREA: 4 m 2 CL BATHROOM AREA: 4 m 2 MASTER BEDROOM AREA: 12 m 2 LAUNDRY AREA: 2 m 2 DINING ROOM AREA: 7 m 2 2 A-220 2 A-220 1 A-220 A-220 1 1 A-221 1 A-221 1 1 4 4 A A 5 5 B B C C D D W1 W1 W12B W1 W1 W1 W1 W1 W1 W12 W11B W12 W12 W11 W12 W11 W12 W12B W12 W13 W12 W12 W12B W12B W11B W12 W13 W12 W12B 2 2 3 3 W07 W06 W08 W01 W05 W04 W03 W02 D02 D01 D05 D08 D06 D09 D03 D00 D07 D04 343 635 1,930 343 1,672 991 180 343 1,930 635 343 343 1,460 991 2,841 2,483 4,253 343 917 343 5,292 2,483 4,253 343 574 343 343 1,575 991 800 1,930 799 991 1,575 343 13,631 5,635 2,483 4,596 917 343 622 2,755 89 1,743 13 1,269 73 1,255 26 1,108 89 2,986 343 343 2,820 89 1,508 89 1,245 89 2,821 343 343 5,247 89 1,603 89 677 114 1,134 89 2,986 343 1,245 89 1,486 89 935 89 1,267 89 381 100 1,253 89 1,549 343 3,026 102 716 89 1,267 89 1,551 89 1,732 343 DR W W17 D19 W09 W12 W11 W10 D16 D17 D14 D12 D11 D15 D13 D10 W15 W14 W13 W16 D18 DN 8 x 192 = 1,538 1 2 3 4 5 6 7 8 UP 15 x 191 = 2,861 1 2 3 4 5 6 UP F W18 D20 D21 3 A-210 B3 A-310 A1 A-310 B1 A-310 A3 A-310 172 140 1,632 940 95 140 1,830 940 338 140 95 940 1,633 140 171 171 140 1,504 940 2,809 70 70 732 634 977 70 70 247 1,854 2,113 140 879 140 70 140 236 140 3,862 1,067 525 1,016 2,330 940 2,351 140 879 140 70 172 140 1,632 940 344 140 379 1,854 379 140 343 940 1,632 140 171 1,461 578 406 9,346 5,635 2,483 4,596 917 1,670 63 2,638 2,949 57 2,909 3,529 2,909 2,967 89 89 1,528 140 883 883 100 503 89 1,087 3,160 2,217 89 413 89 1,084 89 1,251 89 1,551 89 1,763 140 345 140 140 236 140 3,636 89 500 89 939 140 2,343 70 70 4,215 2,718 89 3,108 89 2,719 102 848 89 3,099 2,718 89 1,245 89 1,773 89 2,719 1,172 1,257 100 364 100 114 89 867 89 1,763 945 100 1,245 89 100 1,524 1,670 2,700 1,670 9,000 470 2 A-220 2 A-220 1 A-220 A-220 1 2 1 A-260 2 4 3 5 5 5 5 5 W6 W13 W13 W6 W7 W6 W6 W7 W7 W12 W11B W12 W12 W11 W12 W11 W12 W12 W12 W12 W12 W12B W11B W6 W13 W12 W7 W7 W7 W7 W12 W12 W13 W13 W6 W6 W12B RAMP UP RAMP UP RAMP UP 302mm OOWJ @ 600 O/C. 302mm OOWJ @ 600 O/C. 302mm OOWJ @ 600 O/C. BEDROOM 3 AREA: 10 m 2 CL CL BEDROOM 2 AREA: 11 m 2 KITCHEN AREA: 10 m 2 LIVING ROOM AREA: 12 m 2 HALL AREA: 9 m 2 LOW CL STAIR LAUNDRY AREA: 2 m 2 VESTIBULE AREA: 6 m 2 B-F BEDROOM AREA: 11 m 2 B–F BATHROOM AREA: 7 m 2 STAIR CL DINING ROOM AREA: 11 m 2 BATHROOM AREA: 3 m 2 1 A-221 1 A-221 858 2,171 469 1,124 631 140 1,126 89 1,128 140 766 89 3,361 1 1 4 4 A A 5 5 B B C C D D W7 2 2 3 3 3 4 5 A-260 6 7 8 A-260 W12B W6 W7 W13 W13 2% SLOPE METAL ACCESS STAIRS. SEE DETAIL X ON A-X. ACCESSIBILITY RAMP. SEE DETAILS ON DRAWING A-X 1100MM-HIGH GALVANIZED STEEL RAILING. FOOTING OUTLINE. REFER TO STRUCTURAL. 1 2 3 4 FLOOR PLAN KEYNOTES: EXTERIOR WINDOW WELL: "GRANDE RETAINING WALL" - 375mm MODULAR UNITS (200 X 375 X 1000) 5 FIRE RATING (REFER TO ASSEMBLIES LEGEND) LEGEND W-- WALL (W) OR FLOOR (F) ASSEMBLY D--- DOOR NUMBER/LABEL W--- WINDOW NUMBER/LABEL RIGID OR SEMI-RIGID INSULATION AIR BARRIER 1X4 VERTICAL STRAPPING ATTACHED W/ SCREWS TO PLYWOOD SHEATHING ALUM. TRIM BY EASYTRIM ALUM. TRIM DESIGNER STONE VAPOUR BARRIER ALUM. TRIM FIBER CEMENT PANELS (TYP.) 2 6 2 6 2 4 2 6 2 6 2 6 2 6 2 6 INSIDE CORNER DETAIL OUTSIDE CORNER DETAIL 2 6 N SCALE: 1:50 1 BASEMENT/FOUNDATION PLAN A-210 SCALE: 1:50 2 GROUND FLOOR PLAN A-210 SCALE: 1:10 3 TYPICAL CORNER DETAIL A-210 REFER TO A-010 FOR CONTEXT PLAN & A-100 FOR SITE PLAN

Transcript of A-211 SECOND FLOOR PLAN AND ROOF PLAN · PDF fileg e n e r a l n o t e s : • the...

Page 1: A-211 SECOND FLOOR PLAN AND ROOF PLAN · PDF fileg e n e r a l n o t e s : • the contractor shall check and verify all ... 1,461 578 406 9,346 5,635 2,483 4,596 7 1,670 63 2,638

I M P O R T A N T N O T E :

THE CONTRACTOR SHALL NOT MAKE ANY CHANGESOR MODIFICATIONS WITHOUT ARCHITECT'S WRITTENCONSENT. THE CONTRACTOR ASSUMES FULL LEGALAND CONTRACTUAL LIABILITY FOR ANY UNAUTHORIZEDCHANGES. THE CONTRACTOR MAY BE REQUIRED TOCORRECT THEM AT HIS OWN COST.

A-210

PROJECT NO.:

DRAWN BY:

DATE:

CHECKED BY:

DRAWING NO.:

DRAWING NAME:

PROJECT NAME:

P.F.

ISSUED FORDATE

ARCHITECT'S SEAL:PROJECT NORTH:

BASEMENT FLOOR PLAN AND GROUND FLOOR PLAN

3225 UPLANDS TRIPLEXES

G E N E R A L N O T E S :

• THE CONTRACTOR SHALL CHECK AND VERIFY ALLDIMENSIONS ON SITE AND REPORT ANYDISCREPANCIES TO THE ARCHITECT PRIOR TOMANUFACTURING OR CONSTRUCTION.

• DO NOT SCALE DRAWINGS.• ALL WORK SHALL COMPLY WITH THE LOCAL

BUILDING CODE AND THE REQUIREMENTS OF ALLAUTHORITIES HAVING JURISDICTION.

• THIS DRAWING SET IS THE EXCLUSIVE PROPERTY OFATELIER 292 ARCHITECT INC. COPYRIGHT RESERVED.

R.M.

atelier 292

INTERNAL REVIEW & COORDINATION

A R C H I T E C T INC.

2 9 2 m a i n s t r e e to t t a w a o n t a r i o k 1 s 1 e 1 c a n a d at e l: 6 1 3 / 2 3 1 . 2 2 4 5 f a x: 6 1 3 / 2 3 4 .3 1 7 6w w w . a t e l i e r 2 9 2 . c o m

1628

2016-11-11

2017-06-07

CONSULTANTS COORDINATION2017-08-11

ISSUED FOR BUILDING PERMIT2017-09-13

W/D

F

UP 8 x 192 = 1,538

12345678

2,909 3,529 2,909

2,909 3,529 2,909

9,346

2,967 89

914

B3A-310

A1A-310

B1A-310

A3A-310

9

10

11

A-260

1

W13

BEDROOM 3AREA: 11 m2

CL

CL

CL

BEDROOM 2AREA: 10 m2

KITCHENAREA: 10 m2

LIVING ROOMAREA: 20 m2

HALLAREA: 6 m2

MECH. ROOMAREA: 10 m2

STAIRAREA: 4 m2

CL

BATHROOMAREA: 4 m2

MASTER BEDROOMAREA: 12 m2

LAUNDRYAREA: 2 m2

DINING ROOMAREA: 7 m2

2A-

220

2A-

220

1A-

220

A-22

01

1A-221

1A-221

11

44

A

A

55

B

B

C

C

D

D

W1

W1

W12B

W1W1

W1

W1

W1

W1

W12

W11B

W12

W12

W11

W12

W11

W12

W12B

W12

W13

W12

W12

W12B

W12B

W11B

W12W13

W12

W12B

22

33

W07 W06W08

W01

W05

W04

W03

W02

D02

D01

D05

D08

D06

D09

D03

D00

D07

D04

343 635 1,930 343 1,672 991 180 343 1,930 635 343

343

1,46

099

12,

841

2,48

34,

253

343

917

343

5,29

22,

483

4,25

334

357

434

3

343 1,575 991 800 1,930 799 991 1,575 34313

,631

5,63

52,

483

4,59

691

7

343

622

2,75

589

1,74

313

1,26

973

1,25

526

1,10

889

2,98

634

3

343 2,820 89 1,508 89 1,245 89 2,821 343

343

5,24

789

1,60

389

677

114

1,13

489

2,98

634

3

1,245 89 1,486 89 935 89 1,267 89 381 100 1,253 89 1,549 343

3,026 102 716 89 1,267 89 1,551 89 1,732 343

DR

W

W17

D19

W09

W12

W11

W10

D16

D17

D14

D12D11

D15

D13

D10

W15

W14

W13

W16

D18

DN 8 x 192 = 1,538

12345678

UP 15 x 191 = 2,861

1 2 3 4 5 6

UP

F

W18

D20

D21

3A-210

B3A-310

A1A-310

B1A-310

A3A-310

172140

1,632 940 95 140 1,830940 338 140 95

940 1,633 140 171

171

140

1,50

494

02,

809

7070

732

634

977

7070

247

1,85

42,

113

140

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140

70

140

236

140

3,86

21,

067

525

1,01

62,

330

940

2,35

114

087

914

070

172140

1,632 940 344140

379 1,854 379140

343 940 1,632 140 171

1,461 578 406 9,346

5,63

52,

483

4,59

691

7

1,67

063

2,63

82,

949

57

2,909 3,529 2,909

2,967 89

891,

528

140

883

883

100

503

891,

087

3,16

0

2,217 89 413 89 1,084 89 1,251 89 1,551 89 1,763 140 345 140

140

236

140

3,63

689

500

8993

914

02,

343

7070

4,21

5

2,718 89 3,108 89 2,719

102

848

893,

099

2,718 89 1,245 89 1,773 89 2,719

1,172 1,257 100 364100

11489

867 89 1,763

945 100

1,245 89

100

1,52

41,

670

2,70

01,

670

9,00

0

470

2A-

220

2A-

220

1A-

220

A-22

01

2

1 A-260

2

4

3

55

5

5

5

W6

W13

W13

W6

W7

W6

W6

W7W7

W12

W11B

W12

W12

W11

W12

W11

W12

W12

W12

W12

W12

W12B

W11B

W6

W13W12

W7

W7

W7

W7

W12

W12

W13

W13

W6

W6

W12B

RAMP

UP

RAMP

UP

RAMP

UP

302m

m O

OWJ

@ 6

00 O

/C.

302m

m O

OWJ

@ 6

00 O

/C.

302m

m O

OWJ

@ 6

00 O

/C.

BEDROOM 3AREA: 10 m2

CL

CL

BEDROOM 2AREA: 11 m2

KITCHENAREA: 10 m2

LIVING ROOMAREA: 12 m2

HALLAREA: 9 m2

LOW CL

STAIR

LAUNDRYAREA: 2 m2VESTIBULE

AREA: 6 m2

B-F BEDROOMAREA: 11 m2

B–F BATHROOMAREA: 7 m2

STAIR

CL

DINING ROOMAREA: 11 m2

BATHROOMAREA: 3 m2

1A-221

1A-221

858

2,17

146

91,

124

631

140

1,12

689

1,12

814

076

689

3,36

1

11

44

A

A

55

B

B

C

C

D

D

W7

22

33

3

4

5

A-260

6

7

8

A-260

W12B

W6

W7

W13

W13

2% S

LOPE

METAL ACCESS STAIRS. SEE DETAIL X ON A-X.

ACCESSIBILITY RAMP. SEE DETAILS ON DRAWING A-X

1100MM-HIGH GALVANIZED STEEL RAILING.

FOOTING OUTLINE. REFER TO STRUCTURAL.1

2

3

4

FLOOR PLAN KEYNOTES:

EXTERIOR WINDOW WELL: "GRANDE RETAINING WALL" - 375mm MODULAR UNITS (200 X 375 X 1000)5

FIRE RATING (REFER TO ASSEMBLIES

LEGEND)

LEGEND

W-- WALL (W) OR FLOOR (F) ASSEMBLY

D--- DOOR NUMBER/LABEL

W--- WINDOW NUMBER/LABEL

RIGID OR SEMI-RIGID INSULATION

AIR BARRIER

1X4 VERTICAL STRAPPINGATTACHED W/ SCREWSTO PLYWOOD SHEATHING

ALUM. TRIM BY EASYTRIM

ALUM. TRIM

DESIGNER STONE

VAPOUR BARRIER

ALUM. TRIM

FIBER CEMENT PANELS(TYP.)

2 62 6

2 4

2 6

2

6

2

6

2

6

2

6INSIDE CORNER DETAIL

OUTSIDE CORNER DETAIL

2 6

N

SCALE: 1:50

1 BASEMENT/FOUNDATION PLANA-210 SCALE: 1:50

2 GROUND FLOOR PLANA-210

SCALE: 1:10

3 TYPICAL CORNER DETAILA-210

REFER TO A-010 FOR CONTEXT PLAN & A-100 FOR SITE PLAN

Page 2: A-211 SECOND FLOOR PLAN AND ROOF PLAN · PDF fileg e n e r a l n o t e s : • the contractor shall check and verify all ... 1,461 578 406 9,346 5,635 2,483 4,596 7 1,670 63 2,638

I M P O R T A N T N O T E :

THE CONTRACTOR SHALL NOT MAKE ANY CHANGESOR MODIFICATIONS WITHOUT ARCHITECT'S WRITTENCONSENT. THE CONTRACTOR ASSUMES FULL LEGALAND CONTRACTUAL LIABILITY FOR ANY UNAUTHORIZEDCHANGES. THE CONTRACTOR MAY BE REQUIRED TOCORRECT THEM AT HIS OWN COST.

A-211

PROJECT NO.:

DRAWN BY:

DATE:

CHECKED BY:

DRAWING NO.:

DRAWING NAME:

PROJECT NAME:

P.F.

ISSUED FORDATE

ARCHITECT'S SEAL:PROJECT NORTH:

SECOND FLOOR PLAN AND ROOF PLAN

3225 UPLANDS TRIPLEXES

G E N E R A L N O T E S :

• THE CONTRACTOR SHALL CHECK AND VERIFY ALLDIMENSIONS ON SITE AND REPORT ANYDISCREPANCIES TO THE ARCHITECT PRIOR TOMANUFACTURING OR CONSTRUCTION.

• DO NOT SCALE DRAWINGS.• ALL WORK SHALL COMPLY WITH THE LOCAL

BUILDING CODE AND THE REQUIREMENTS OF ALLAUTHORITIES HAVING JURISDICTION.

• THIS DRAWING SET IS THE EXCLUSIVE PROPERTY OFATELIER 292 ARCHITECT INC. COPYRIGHT RESERVED.

R.M.

atelier 292

INTERNAL REVIEW & COORDINATION

A R C H I T E C T INC.

2 9 2 m a i n s t r e e to t t a w a o n t a r i o k 1 s 1 e 1 c a n a d at e l: 6 1 3 / 2 3 1 . 2 2 4 5 f a x: 6 1 3 / 2 3 4 .3 1 7 6w w w . a t e l i e r 2 9 2 . c o m

1628

2016-11-11

2017-06-07

CONSULTANTS COORDINATION2017-08-11

ISSUED FOR BUILDING PERMIT2017-09-13

W/DW/D

W27

W19

W29

W28

W22

W24

W23

W21

W20

D24

D23

D25

D22

W25W26

D27

D28

D29

D26

UP

15

x 19

1 =

2,86

1

1 2 3 4 5 6 7

8

9101112131415

F

3A-211

B3A-310

A1A-310

B1A-310

A3A-310

2A-

220

2A-

220

1A-

220

A-22

01

140

236

140

1,50

494

03,

674

634

1,37

21,

854

2,11

314

087

914

070

140

236

140

5,63

694

02,

224

940

2,35

114

087

914

0

140 1,608 940 369140

379 1,854 379140

397 940 1,577 140

171 2,737 3,529 2,737 172

205

5,63

52,

483

226

4,37

091

7

171 9,003 172

13,9

06

140

5,25

314

063

394

589

676

140

1,10

989

848

892,

080

2,719 89 1,774 89 1,245 89 2,719

140

614

2,41

510

028

0

89

709

8998

389

2,36

914

076

589

254

893,

026

945 100 498 89

989 554 89 1,429 114 716 89 1,251 102 1,539 89 1,763

1,24589 1,384 89 1,084 89 1,257 100 464 1,290 89 1,544

1,322 1,640 923

684

140 1,632 940 95 140 1,830 940 338140

95 940 1,633 140

2,968 89

1A-221

1A-221

10

1111

12

W8

W13

W13

W8

W7

W8

W8

W8

W8

W8

W7

W7

W12

W12

W12

W12

W12

W12

W8W7

W13

W12

W11

W12

W11

W13

W12

W12

W12

W13

W13

302m

m O

WW

J

@ 6

00 O

/C.

302m

m O

WW

J

@ 6

00 O

/C.

302m

m O

WW

J

@ 6

00 O

/C.

CLAREA: 1 m2

BEDROOM 3AREA: 10 m2

CLAREA: 1 m2

CLAREA: 1 m2

BEDROOM 2AREA: 11 m2

KITCHENAREA: 10 m2

HALLAREA: 6 m2

STAIRAREA: 3 m2

MASTER BEDROOMAREA: 12 m2

CL

BATHROOMAREA: 4 m2LAUNDRY

AREA: 2 m2

DINING ROOMAREA: 12 m2

LIVING ROOMAREA: 18 m2

11

44

A

A

55

B

B

C

C

D

D

W12

22

33

10

W7W7

W13

W11

B3A-310

A1A-310

B1A-310

A3A-310

2A-

220

2A-

220

1A-

220

A-22

01

1A-221

1A-221

194 3,076 194 2,614 194

194

182

194

12,0

5919

482

519

4

194 2,863 194 2,581 194 2,860 194

194

182

194

13,0

7719

4

13,8

41

9,079

13,8

41

7

3

4

3

4

7

77

99

9

SLOPESLOPE

SLOP

E

SLOPE

CL

SLOP

ESL

OPE

CL

SLOPESLOPE

SLOPE

SLOPE

SLOPE

11

44

A

A

55

B

B

C

C

D

D

22

33

SLOPED METAL ROOF BELOW

ROOF DRAIN. SEE ROOF DRAIN DETAILS.

ROOF/PARAPET SCUPPER

EXTEND ROOFING MEMBRANES TO TOP OF PARAPET AND CAP WITH GALVALUME COPING.

WALL OUTLINE BELOW1

2

3

4

5

2ND FLOOR & ROOF PLAN KEYNOTES:

PROVIDE 25mm EXTERIOR GRADE PLYWOOD CORE BACKING BOARDS FOR SATELITE DISHES (BY OCH). SECURE BOARDS TO WALLSUBSTRATE WITH NON-CORRODING MECHANICAL FASTENERS @ 400 mm O/C.

6

ROOF VENT: THALER, GAV-2A, 12" DIA. GRAVITY AIR VENT. SEE ROOF VENT DETAILS.7

SNOW GUARDS - REFER TO SPECIFICATIONS.8

9 BUILT-UP ROOF SADDLE, SLOPED TO DRAIN.

ROOF BELOW.10

48" (1219mm) HIGH KNEE WALL.11

44mm x 406mm 2-PLY BEAM12

FIRE RATING (REFER TO ASSEMBLIES

LEGEND)

LEGEND

W-- WALL (W) OR FLOOR (F) ASSEMBLY

D--- DOOR NUMBER/LABEL

W--- WINDOW NUMBER/LABEL

RIGID OR SEMI-RIGID INSULATION

AIR BARRIER

1X4 VERTICAL STRAPPINGATTACHED W/ SCREWS

TO PLYWOOD SHEATHING

ALUM. TRIM BY EASYTRIM

ALUM. TRIMALUM. TRIM

VAPOUR BARRIER

FIBER CEMENT PANELS(TYP.)

CORRUGATED METAL SIDING(TYP.)

2 62 6

2 4

2 6

2

6

2

6

2

6

2

6INSIDE CORNER DETAIL

OUTSIDE CORNER DETAIL

2 6

N

SCALE: 1:50

1 SECOND FLOOR PLANA-211 SCALE: 1:50

2 ROOF PLANA-211

SCALE: 1:10

3 TYPICAL CORNER DETAILA-211

REFER TO A-010 FOR CONTEXT PLAN & A-100 FOR SITE PLAN

Page 3: A-211 SECOND FLOOR PLAN AND ROOF PLAN · PDF fileg e n e r a l n o t e s : • the contractor shall check and verify all ... 1,461 578 406 9,346 5,635 2,483 4,596 7 1,670 63 2,638

I M P O R T A N T N O T E :

THE CONTRACTOR SHALL NOT MAKE ANY CHANGESOR MODIFICATIONS WITHOUT ARCHITECT'S WRITTENCONSENT. THE CONTRACTOR ASSUMES FULL LEGALAND CONTRACTUAL LIABILITY FOR ANY UNAUTHORIZEDCHANGES. THE CONTRACTOR MAY BE REQUIRED TOCORRECT THEM AT HIS OWN COST.

A-220

PROJECT NO.:

DRAWN BY:

DATE:

CHECKED BY:

DRAWING NO.:

DRAWING NAME:

PROJECT NAME:

P.F.

ISSUED FORDATE

ARCHITECT'S SEAL:PROJECT NORTH:

BUILDING SECTIONS

3225 UPLANDS TRIPLEXES

G E N E R A L N O T E S :

• THE CONTRACTOR SHALL CHECK AND VERIFY ALLDIMENSIONS ON SITE AND REPORT ANYDISCREPANCIES TO THE ARCHITECT PRIOR TOMANUFACTURING OR CONSTRUCTION.

• DO NOT SCALE DRAWINGS.• ALL WORK SHALL COMPLY WITH THE LOCAL

BUILDING CODE AND THE REQUIREMENTS OF ALLAUTHORITIES HAVING JURISDICTION.

• THIS DRAWING SET IS THE EXCLUSIVE PROPERTY OFATELIER 292 ARCHITECT INC. COPYRIGHT RESERVED.

R.M.

atelier 292

INTERNAL REVIEW & COORDINATION

A R C H I T E C T INC.

2 9 2 m a i n s t r e e to t t a w a o n t a r i o k 1 s 1 e 1 c a n a d at e l: 6 1 3 / 2 3 1 . 2 2 4 5 f a x: 6 1 3 / 2 3 4 .3 1 7 6w w w . a t e l i e r 2 9 2 . c o m

1628

2016-11-11

2017-06-07

CONSULTANTS COORDINATION2017-08-11

ISSUED FOR BUILDING PERMIT2017-09-13

#DrgID#LayID

#DrgID#LayID

+98,400-1 STRATA

+98,400-1 STRATA

+99,5191 BASEMENT FLOOR

+99,5191 BASEMENT FLOOR

+102,2002 GROUND FLOOR

+102,2002 GROUND FLOOR

+105,0613 SECOND FLOOR

+105,0613 SECOND FLOOR

+108,0944 ROOF

+108,0944 ROOF

1,11

92,

681

2,86

13,

033

W1

W1

W12

R1

F3

W7

W12

F3

W7W12

W7

W7

KITCHEN

KITCHEN

KITCHEN BEDROOM 2

BEDROOM 2

BEDROOM 2

HALLWAY

HALLWAY

HALLWAY

VESTIBULE

LOW STORAGE

664

404

512,

258

423

2,43

842

32,

438

595

406

F1

+98,400-1 STRATA

+98,400-1 STRATA

+99,5191 BASEMENT FLOOR

+99,5191 BASEMENT FLOOR

+102,2002 GROUND FLOOR

+102,2002 GROUND FLOOR

+105,0613 SECOND FLOOR

+105,0613 SECOND FLOOR

+108,0944 ROOF

+108,0944 ROOF

664

302

153

2,25

842

32,

438

423

2,43

859

540

6

1,13

440

4

1,11

92,

681

2,86

13,

033

W1

F1

W1

W11B

W12

R1

W12B

W6

W13

F3F3 F3

W6

W11B W12B W11B W13

W8

W13

F3F3 F3

W8

W11

W12

W13

W12

W12B

KITCHEN

KITCHEN

KITCHEN

BEDROOM 3

BEDROOM 3

BEDROOM 3

MECH. ROOM

STAIRS

STAIRS

STAIRS

VESTIBULE

SCALE: 1:50

2 BUILDING SECTION BA-220

SCALE: 1:50

1 BUILDING SECTION AA-220

Page 4: A-211 SECOND FLOOR PLAN AND ROOF PLAN · PDF fileg e n e r a l n o t e s : • the contractor shall check and verify all ... 1,461 578 406 9,346 5,635 2,483 4,596 7 1,670 63 2,638

I M P O R T A N T N O T E :

THE CONTRACTOR SHALL NOT MAKE ANY CHANGESOR MODIFICATIONS WITHOUT ARCHITECT'S WRITTENCONSENT. THE CONTRACTOR ASSUMES FULL LEGALAND CONTRACTUAL LIABILITY FOR ANY UNAUTHORIZEDCHANGES. THE CONTRACTOR MAY BE REQUIRED TOCORRECT THEM AT HIS OWN COST.

A-221

PROJECT NO.:

DRAWN BY:

DATE:

CHECKED BY:

DRAWING NO.:

DRAWING NAME:

PROJECT NAME:

P.F.

ISSUED FORDATE

ARCHITECT'S SEAL:PROJECT NORTH:

BUILDING SECTIONS & STAIR DETAILS

3225 UPLANDS TRIPLEXES

G E N E R A L N O T E S :

• THE CONTRACTOR SHALL CHECK AND VERIFY ALLDIMENSIONS ON SITE AND REPORT ANYDISCREPANCIES TO THE ARCHITECT PRIOR TOMANUFACTURING OR CONSTRUCTION.

• DO NOT SCALE DRAWINGS.• ALL WORK SHALL COMPLY WITH THE LOCAL

BUILDING CODE AND THE REQUIREMENTS OF ALLAUTHORITIES HAVING JURISDICTION.

• THIS DRAWING SET IS THE EXCLUSIVE PROPERTY OFATELIER 292 ARCHITECT INC. COPYRIGHT RESERVED.

R.M.

atelier 292

INTERNAL REVIEW & COORDINATION

A R C H I T E C T INC.

2 9 2 m a i n s t r e e to t t a w a o n t a r i o k 1 s 1 e 1 c a n a d at e l: 6 1 3 / 2 3 1 . 2 2 4 5 f a x: 6 1 3 / 2 3 4 .3 1 7 6w w w . a t e l i e r 2 9 2 . c o m

1628

2016-11-11

2017-06-07

CONSULTANTS COORDINATION2017-08-11

ISSUED FOR BUILDING PERMIT2017-09-13

#DrgID#LayID

#DrgID#LayID

+98,400-1 STRATA

+98,400-1 STRATA

+99,5191 BASEMENT FLOOR

+99,5191 BASEMENT FLOOR

+102,2002 GROUND FLOOR

+102,2002 GROUND FLOOR

+105,0613 SECOND FLOOR

+105,0613 SECOND FLOOR

+108,0944 ROOF

+108,0944 ROOF

250

600

927

928

1,21

9

1,11

92,

681

2,86

13,

033

1

F1

W1

R1

W6

W12

W12B

F3F3

W8

W8

W12

W7

W12B

W12 W13

W13W12

W13

W13

W13

BATHROOM

CLOSET

HALL

STAIR

BATHROOM BATHROOM

BATHROOM

CLOSETSTAIR

HALL

HALL

664

302

912,

320

2,86

142

32,

438

595

406

W1

F3

F3F3

2A-221

#DrgID#LayID

3A-221

1,10

342

31,

335

1,13

440

41,

143

2

2

W12B

F2

100

PINETREAD & RISER

19.1mm X 63.5mm, 400 MM O.C.STRAPPING

LVL BEAM

SIMPSON STRONG TIE

50mm COLOURED CONCRETE (MIN. 20 MPaCOMPRESSIVE STRENGTH @ 28 DAYS) W/

HE-PEX INFLOOR HEATING SYSTEM

19.1mm T&G OSB FLOORSHEATHING

12.7mm GYPSUM BOARD (TAPED& SANDED), PAINT FINISH.

19.1mm X 63.5mm, 400 MM O.C.STRAPPING

38 X 286 PINE STRINGERMACHINED TO RECEIVE TREADS AND RISERSMINIMUM 25MM PINE TREAD C/W BULLNOSE

WALL BASE AS SPECIFIED

140mm HIGH LVL HEADERANCHORED TO LVL BEAM WITH

MIN. OF 4 LAG BOLTS

12.7mm GYPSUM BOARD (TAPED& SANDED), PAINT FINISH.

F2

MIN

100

PINETREAD & RISER

19.1mm X 63.5mm, 400 MM O.C.STRAPPING

LVL BEAM(SEE STRUCTURAL)

SIMPSON STRONG TIE

38.1mm COLOUREDCONCRETE (MIN. 20 MPaCOMPRESSIVE STRENGTH @28 DAYS) W/ HE-PEX INFLOORHEATING SYSTEM

19.1mm T&G OSB FLOORSHEATHING

406.4 mm PRE-ENGINEEREDFLOOR JOISTS @ 600mm O.C.WITH SAFB

2 LAYERS OF 15.9 mm TYPE XGYPSUM BOARD (TAPED &SANDED), PAINT FINISH.

FILL VOID UNDER STAIR WITHSOUND ATTENUATION BLANKET

12.7mm RESILIENT CHANNELS @400 MM O.C.

38 X 286 PINE STRINGERMACHINED TO RECEIVE

TREADS AND RISERSMINIMUM 25MM PINETREAD C/W BULLNOSE

WALL BASE AS SPECIFIED

SOFT ANNEALED HANGERWIRE (GALV. & 18-GA)

140mm HIGH LVL HEADERANCHORED TO LVL BEAM WITHMIN. OF 4 LAG BOLTS

F3

MIN

19.1mm X 63.5mm, 400 MM O.C.STRAPPING

38.1mm COLOUREDCONCRETE (MIN. 20 MPa

COMPRESSIVE STRENGTH @28 DAYS) W/ HE-PEX INFLOOR

HEATING SYSTEM

19.1mm T&G OSB FLOORSHEATHING

406.4 mm PRE-ENGINEEREDFLOOR JOISTS @ 600mm O.C.

(INSTALL ACOUSTICATTENUATION BLANKET )

2 LAYERS OF 15.9 mm TYPE X GYPSUMBOARD (TAPED & SANDED), PAINT FINISH.

FILL VOID UNDER STAIR WITHSOUND ATTENUATION BLANKET

BASE MOLDING

RESILIENT METAL CHANNEL

BLOCKING

(2) LVL HEADER ANCHORED TO LVL BEAMMIN. OF 10 LAG BOLTS

LVL BEAM(SEE STRUCTURAL)

PROVIDE HANGER @ EACHSIDE OF CARRIAGE (TYP.)

PINETREAD & RISER

38 X 286 PINE STRINGERMACHINED TO RECEIVETREADS AND RISERSMINIMUM 25MM PINETREAD C/W BULLNOSE

F3

SCALE: 1:50

1 BUILDING SECTION CA-221

SCALE: 1:10

5 INTERIOR STAIRS DETAILSA-221SCALE: 1:10

2 INTERIOR FIRE-RATED STAIR DETAILA-221 SCALE: 1:10

3 INTERIOR FIRE-RATED STAIR DETAILA-221

CONTINUOUS 5/8" GYPSUM PANELS TO KNEE WALL TOP EDGE.1

KEYNOTES:

FIRE RATING AND GYPSUM BOARD SHALL BE CONTINUOUS AT ALL JUNCTIONS WITHIN SHAFT WALL.2

5094

5

75

MIN

. 152

415

0VA

RIES

1,07

0

900

76 916 76

38mm ALUM. HANDRAIL

ALUM. HANDRAIL BRACKET

FASCIA MOUNTBRACKET

FASCIAMOUNTBRACKET

50mm x 50mmFASCIA MOUNT METALPOST

2-38x286 PTLSTRINGERS

38 x 140 PTL @ 400mmGALV. METAL

HANGERS

32 x 140 WOOD DECKINGSTAINED FINISH

38mm x 38mmGALV. ANGLE T&B

13 DIA RUNGS @ 100mm O/C

200mm DIA. CONCRETEPIER W/TAPERED TOP

50mm DIA. METALPOST MIN.THICKNESS 0.100"

SPREAD FOOTINGS(600MM DIA.)

SCALE: 1:10

4 RAMP DETAILA-221

Page 5: A-211 SECOND FLOOR PLAN AND ROOF PLAN · PDF fileg e n e r a l n o t e s : • the contractor shall check and verify all ... 1,461 578 406 9,346 5,635 2,483 4,596 7 1,670 63 2,638

I M P O R T A N T N O T E :

THE CONTRACTOR SHALL NOT MAKE ANY CHANGESOR MODIFICATIONS WITHOUT ARCHITECT'S WRITTENCONSENT. THE CONTRACTOR ASSUMES FULL LEGALAND CONTRACTUAL LIABILITY FOR ANY UNAUTHORIZEDCHANGES. THE CONTRACTOR MAY BE REQUIRED TOCORRECT THEM AT HIS OWN COST.

A-222

PROJECT NO.:

DRAWN BY:

DATE:

CHECKED BY:

DRAWING NO.:

DRAWING NAME:

PROJECT NAME:

P.F.

ISSUED FORDATE

ARCHITECT'S SEAL:PROJECT NORTH:

FLOOR, ROOF AND WALL ASSEMBLIES

3225 UPLANDS TRIPLEXES

G E N E R A L N O T E S :

• THE CONTRACTOR SHALL CHECK AND VERIFY ALLDIMENSIONS ON SITE AND REPORT ANYDISCREPANCIES TO THE ARCHITECT PRIOR TOMANUFACTURING OR CONSTRUCTION.

• DO NOT SCALE DRAWINGS.• ALL WORK SHALL COMPLY WITH THE LOCAL

BUILDING CODE AND THE REQUIREMENTS OF ALLAUTHORITIES HAVING JURISDICTION.

• THIS DRAWING SET IS THE EXCLUSIVE PROPERTY OFATELIER 292 ARCHITECT INC. COPYRIGHT RESERVED.

R.M.

atelier 292

INTERNAL REVIEW & COORDINATION

A R C H I T E C T INC.

2 9 2 m a i n s t r e e to t t a w a o n t a r i o k 1 s 1 e 1 c a n a d at e l: 6 1 3 / 2 3 1 . 2 2 4 5 f a x: 6 1 3 / 2 3 4 .3 1 7 6w w w . a t e l i e r 2 9 2 . c o m

1628

2016-11-11

2017-06-07

CONSULTANTS COORDINATION2017-08-11

ISSUED FOR BUILDING PERMIT2017-09-13

1319

302

1951

403

200

102

102

51

455

534

1916

1619

302

1951

422

T/O F.F.

T/O F.F.

T/O F.F.

F2

F2 - TYPICAL FLOOR ASSEMBLY

-51 mm COLOURED CONCRETE (MIN. 20 MPa COMPRESSIVE STRENGTH @ 28 DAYS) W/ HE-PEX IN-FLOOR HEATING SYSTEM. PROVIDE SLIP SHEET BETWEEN WOOD & CONCRETE.

-19.1 mm T&G VENEER CORE PLYWOOD SHEATHING GLUED AND SCREWED TO JOISTS.-302 mm PRE-ENGINEERED FLOOR JOISTS @ 600 mm O.C.-19.1 mm X 63.5mm WOOD STRAPPING @ 400 mm O.C.-12.7 mm GYPSUM BOARD (TAPED & SANDED), PAINT FINISH. USE WATER-RESISTANT BOARDS AT

ALL WASHROOM LOCATIONS.

INTERIOR

INTERIOR

F1

F1 - TYPICAL BASEMENT SLAB

-51 mm COLOURED CONCRETE TOPPING W/ 152.4 mm X 152.4 mm X 5.1 STEEL MESH ANCHOREDTO TOP OF MAIN SLAB, AND HE-PEX IN-FLOOR HEATING SYSTEM TIED ABOVE MESH.

-102 mm CONCRETE SLAB W/ 152.4 mm X 152.4 mm X 5.1 STEEL MESH @ MID-DEPTH (REFER TOSTRUCTURAL).

-102 mm POLYSTYRENE INSULATION. ALL JOINTS TAPED W/ NON-PERMEABLE TAPE.-6 MIL VAPOUR BARRIER.-200 mm COMPACTED GRANULAR.

INTERIOR

R1R1 - TYPICAL FLAT ROOF ASSEMBLY

-TWO-PLY MODIFIED BITUMEN MEMBRANE ROOFING SYSTEM -19.1 mm T&G VENEER CORE EXTERIOR GRADE PLYWOOD SHEATHING - 534 mm PRE–ENGINEERED TRUSSES @ 406 mm O/C W/ R50 BLOWN CELLULOSE INSULATION.

- 6 MIL. POLY. VAPOUR BARRIER, 100 mm OVERLAP @ JOINTS, TAPE AND SEAL ALL JOINTS. -19.1 mm X 63.5 mm STRAPPING @ 400 mm O.C. -12.7 mm GYPSUM BOARD (TAPED & SANDED), PAINT FINISH.

INTERIOR

EXTERIOR

F3

INTERIOR

INTERIOR F3 - FIRE-RATED FLOOR ASSEMBLY - 1HR FRR, OBC SB-2, 2.3.12

-51 mm COLOURED CONCRETE (MIN. 20 MPa COMPRESSIVE STRENGTH @ 28 DAYS) W/ HE-PEX IN-FLOOR HEATING SYSTEM. PROVIDE SLIP SHEET BETWEEN WOOD & CONCRETE.

-19.1 mm T&G VENEER CORE PLYWOOD SHEATHING GLUED AND SCREWED TO JOISTS.-302 mm PRE-ENGINEERED FLOOR JOISTS @ 600 mm O.C. W/300 mm MINERAL WOOL INSULATION-19.1 mm X 63.5mm WOOD STRAPPING @ 400 mm O.C.-2 LAYERS 15.9 mm GYPSUM BOARD TYPE X (TAPED & SANDED), PAINT FINISH.

R2 R2 - TYPICAL SLOPED METAL ROOF ASSEMBLY

-HERITAGE ROOF PANELS C/W FLASHING-SELF-ADHESIVE 2-PLY MOD.BIT ROOFING MEMBRANE SYSTEM-15.9 mm T&G VENEER CORE EXTERIOR GRADE PLYWOOD SHEATHING- PRE–ENGINEERED MONO-TRUSS @ 610mm O/C W/ R50 BLOWN CELLULOSE INSULATION.- 6 MIL. POLY. VAPOUR BARRIER, 100mm OVERLAP @ JOINTS, TAPE AND SEAL ALL JOINTS.-19.1 mm X 63.5mm STRAPPING @ 406mm O.C.-12.7 mm GYPSUM BOARD (TAPED & SANDED), PAINT FINISH.

INTERIOR

EXTERIOR

FLOOR, ROOF & WALL TYPICAL ASSEMBLIES

SLOPE

SLOPE

128

343

128

1370

203

70

600

70 203 70

2545

20345

25

128

343

128

1370

203

70

600

70 203 70

2545

20345

25

70 203 70

600

7020

370

128

343

128

600

7015

270

154

292

154 70 152 70

70 152 70

600

1370

152

7013

154

292

154

W1 - FOUNDATION WALL (8" ICF - TAPER TOP) - EXTERIOR WALL

-6mm FIBER CEMENT PANELS, 1219mm LENGTHS, FASTEN @ 609mm O.C., MINUMUM 305mm GROUND INSERTION.-203.2mm CORE INSULATED CONCRETE FORMS (ICF) ON 600mm X 250mm HIGH POURED & REINFORCED CONCRETE

FOOTINGS (REFER TO STRUCTURAL) & 6mm EXPANDED POLYSTYRENE DRAINAGE/PROTECTION BOARD WITH SELF–ADHESIVE WATERPROOFING MEMBRANE, AS RECOMMENDED BY ICF MANUFACTURER FOR BELOW-GRADEAPPLICATION.

-12.7mm MOULD RESISTANT GYPSUM BOARD (TAPED AND SANDED), PAINT FINISH.INTERIOR

EXTERIOR

W2 - FOUNDATION WALL (8" ICF - STANDARD) - EXTERIOR WALL

-6mm FIBER CEMENT PANELS, 1219mm LENGTHS, FASTEN @ 609mm O.C., MINUMUM 305mm GROUND INSERTION.-203.2mm CORE INSULATED CONCRETE FORMS (ICF) ON 600mm X 250mm HIGH POURED & REINFORCED CONCRETE

FOOTINGS (REFER TO STRUCTURAL) & 6mm EXPANDED POLYSTYRENE DRAINAGE/PROTECTION BOARD WITH SELF–ADHESIVE WATERPROOFING MEMBRANE, AS RECOMMENDED BY ICF MANUFACTURER FOR BELOW-GRADEAPPLICATION.

-12.7mm MOULD RESISTANT GYPSUM BOARD (TAPED AND SANDED), PAINT FINISH.

PLAN SECTION

INTERIOR

EXTERIOR

PLAN SECTION

W3 - FOUNDATION WALL (8" ICF - TAPER TOP)

-203.2mm CORE INSULATED CONCRETE FORMS (ICF) ON 600mm X 250mm HIGH POURED & REINFORCED CONCRETEFOOTINGS. (REFER TO STRUCTURAL).

W4 - FOUNDATION WALL (6" ICF - STANDARD)

-203.2mm CORE INSULATED CONCRETE FORMS (ICF) ON 600mm X 250mm HIGH POURED & REINFORCED CONCRETEFOOTINGS. (REFER TO STRUCTURAL).

SECTION

SECTIONPLAN

PLAN

SECTION

W4A - FOUNDATION WALL (6" ICF - STANDARD)

-12.7mm MOULD RESISTANT GYPSUM BOARD (TAPED AND SANDED), PAINT FINISH.-203.2mm CORE INSULATED CONCRETE FORMS (ICF) ON 600mm X 250mm HIGH POURED & REINFORCED CONCRETE

FOOTINGS. (REFER TO STRUCTURAL).-12.7mm MOULD RESISTANT GYPSUM BOARD (TAPED AND SANDED), PAINT FINISH.

PLAN

331

225

1314

01338

3890

1314

013

38

254

127

127

203

225

1314

013

3813

140

1338

225

W6 - EXTERIOR WALL (MASONRY FIN.)

-90 mm MASONRY VENEER C/W TIE-BACKS AND WEEPING HOLES -38 mm AIR GAP. -38 mm R7.5 RIGID INSULATION ANCHORED TO WALL FRAMING -VAPOUR-PERMEABLE AIR BARRIER (BLUESKIN VP 100) -12.7 mm PLYWOOD SHEATHING. -38 mm X140 mm WOOD STUDS @ 400mm W/ R24 MINERAL WOOL INSULATION. -6 MIL. POLY. VAPOUR BARRIER, 100mm OVERLAP @ JOINTS, TAPE AND SEAL ALL JOINTS. -12.7mm GYPSUM BOARD (TAPED & SANDED), PAINT FINISH.

INTERIOR

EXTERIOR

W7 - EXTERIOR WALL (FIBER CEMENT PANEL FINISH)

-1220mm X 2440mm x 9.5mm FIBER CEMENT PANEL SIDING (UN-GROOVED FINISH)-38mm X 50mm VERTICAL, GALVANIZED METAL FURRING CHANNEL (20 GA) @ 400mm O/C W/38 mm

R7.5 RIGID INSULATION BETWEEN TRACKS -VAPOUR-PERMEABLE AIR BARRIER (BLUESKIN VP100)-12.7 mm PLYWOOD SHEATHING.-38mm X140 WOODEN STUDS @ 400mm W/ R24 MINERAL WOOL INSULATION. -6 MIL. POLY. VAPOUR BARRIER, 100mm OVERLAP @ JOINTS, TAPE AND SEAL ALL JOINTS.-12.7mm GYPSUM BOARD (TAPED & SANDED), PAINT FINISH.

INTERIOR

EXTERIOR

W10 - PARTY WALL (OBC SB-3 W15B 1 ½ HR FRR / STC 65)

-2 LAYERS OF 12.7 mm TYPE 'X' GYPSUM BOARD (TAPED & SANDED), PAINT FINISH.-38 mm X 89 mm WOOD STUDS @ 300mm O/C C/W 76 mm SAFB INSULATION.-25 mm GAP W/25 mm SEMI-RIGID FIBER INSULATION BOARD FASTENED TO ONE SIDE OF STUDS-38 mm X 89 mm WOOD STUDS @ 300mm O/C C/W 76 mm SAFB INSULATION.- 2 LAYERS OF 12.7 mm TYPE 'X' GYPSUM BOARD (TAPED & SANDED), PAINT FINISH.-PROVIDE MOISTURE BARRIER BETWEEN WALL BOTTOM PLATE AND POURED CONCRETE

FOUNDATION.

W8 - EXTERIOR WALL (CORRUGATED METAL SIDING FINISH)

-CORRUGATED METAL SIDING FINISH-38mm X 50mm VERTICAL, GALVANIZED METAL FURRING CHANNEL (20 GA) @ 400mm O/C W/38 mm

R7.5 RIGID INSULATION BETWEEN TRACKS -VAPOUR-PERMEABLE AIR BARRIER (BLUESKIN VP100)-12.7 mm PLYWOOD SHEATHING.-38mm X140 WOODEN STUDS @ 400mm W/ R24 MINERAL WOOL INSULATION. -6 MIL. POLY. VAPOUR BARRIER, 100mm OVERLAP @ JOINTS, TAPE AND SEAL ALL JOINTS.-12.7mm GYPSUM BOARD (TAPED & SANDED), PAINT FINISH.

INTERIOR

EXTERIOR

EXTERIOR

INTERIOR

W9 - EXTERIOR WALL (CELLULAR PVC SIDING FINISH)

-CELLULAR PVC SIDING FINISH-38mm X 50mm VERTICAL, GALVANIZED METAL FURRING CHANNEL (20 GA) @ 400mm O/C W/38 mm

R7.5 RIGID INSULATION BETWEEN TRACKS -VAPOUR-PERMEABLE AIR BARRIER (BLUESKIN VP100)-12.7 mm PLYWOOD SHEATHING.-38mm X140 WOODEN STUDS @ 400mm W/ R24 MINERAL WOOL INSULATION. -6 MIL. POLY. VAPOUR BARRIER, 100mm OVERLAP @ JOINTS, TAPE AND SEAL ALL JOINTS.-12.7mm GYPSUM BOARD (TAPED & SANDED), PAINT FINISH.

114

1389

1316

8913 16

134

2510

019

144

1614

013

16

184

W12 - INTERIOR 2X4 PARTITION

-12.7mm GYPSUM BOARD (TAPED AND SANDED). PAINT FINISH. -38mm X 89mm WOODEN STUDS @ 400mm O.C. (W/ SAFB INSULATION WHERE SHOWN). -12.7mm GYPSUM BOARD (TAPED AND SANDED). PAINT FINISH.

OPENING

INTERIOR

W13 - TYPICAL SHAFT WALL (ULC W452, 2HR FRR, STC 51) -19.1 mm GYPSUM BOARD, (TAPED AND SANDED ). PAINTED FINISH. -100mm C-H STUDS W/76mm SAFB INSULATION -25.4mm GYPSUM LINER PANELS, UL/ULC MARKED SIDE OF PANELS TO FACE FINISHED SIDE OF SHAFT WALL. TREAT GAP AT TOP OF LINER PANELS WITH UL CLASSIFIED FIRE & SOUND SEALANT (FILL ENTIRE THICKNESS OF PANEL). PROVIDE STEEL J-RUNNERS AT WALL BASE AND HEAD, AT OUTSIDE CORNERS, AND AT WALL JUNCTIONS.

W12B - UL DES 327, FRR 1HR, STC 50

-15.9 mm (5/8) SHEETROCK FIRECODE C CORE GYPSUM PANELS (TAPED AND SANDED ). PAINTED FINISH. -12.7mm RESILIENT CHANNEL ONE SIDE

-38mm X89mm WOODEN STUDS @ 400mm O.C. - 75 mm (3") MINERAL WOOL INSULATION BATT -15.9 mm (5/8) SHEETROCK FIRECODE C CORE GYPSUM PANELS (TAPED AND SANDED ). PAINTED FINISH.

W11B - INTERIOR WALL 2X6 PARTITION, FRR 1HR, STC 50 (AS PER SB-2, 2.3.4.)

-15.9 mm (5/8) SHEETROCK FIRECODE C CORE GYPSUM PANELS (TAPED AND SANDED ). PAINTED FINISH. -12.7mm RESILIENT CHANNEL ONE SIDE @ 400 mm O.C.

-38mm X139.7mm WOODEN STUDS @ 400mm O.C. - 139.7 mm (5.5") MINERAL WOOL INSULATION BATTS -15.9 mm (5/8) SHEETROCK FIRECODE C CORE GYPSUM PANELS (TAPED AND SANDED ). PAINTED FINISH.

375

W15 - EXTERIOR SITE WALL

-GRANDE TM RETAINING WALL SYSTEM: GRANDE 375(1000 mm x 200 mm x 375 mm), 161 kg / 355 lbs PER UNIT.

1664

190

6416

350

W14 - INTERIOR CMU PARTITION (OBC SB-3 B8A - 3HR.FRR/STC71)

-15.9mm GYPSUM WALL BOARD TYPE X, TAPED AND SANDED. PAINT FINISH.-38mm X 64mm WOOD STUDS @ 400mm O.C. W/ MINERAL WOOL INSULATION.-190mm CMU, LOAD-BEARING, NORMAL WEIGHT, GRADE N, C/W DOWELS & REINFORCEMENT-38mm X 64mm WOOD STUDS @ 400mm O.C. W/ MINERAL WOOL INSULATION.-15.9mm GYPSUM WALL BOARD TYPE X, TAPED AND SANDED. PAINT FINISH.

165

1314

013

W11 - INTERIOR 2X6 PARTITION

-12.7mm GYPSUM BOARD (TAPED & SANDED), PAINT FINISH.-38mm X139.7 WOODEN STUDS @ 400mm O.C. (W/ ACOUSTIC ATTENUATION BATTS WHERE SHOWN).-12.7mm GYPSUM BOARD (TAPED & SANDED), PAINT FINISH.

W5 - FOUNDATION WALL (4" ICF - STANDARD)

-152mm POURED CONCRETE WALL WITH 15M REBAR REINFORCEMENT @ 400mm O.C. VERTICALLY AND HORIZONTALLY.-600 mm X 250 mm POURED & REINFORCED CONCRETE FOOTING. (REFER TO STRUCTURAL).

NOTENOT ALL ASSEMBLIES SHOWN IN LEGEND ARE NECESSARILY USED IN DRAWING SET.

Page 6: A-211 SECOND FLOOR PLAN AND ROOF PLAN · PDF fileg e n e r a l n o t e s : • the contractor shall check and verify all ... 1,461 578 406 9,346 5,635 2,483 4,596 7 1,670 63 2,638

I M P O R T A N T N O T E :

THE CONTRACTOR SHALL NOT MAKE ANY CHANGESOR MODIFICATIONS WITHOUT ARCHITECT'S WRITTENCONSENT. THE CONTRACTOR ASSUMES FULL LEGALAND CONTRACTUAL LIABILITY FOR ANY UNAUTHORIZEDCHANGES. THE CONTRACTOR MAY BE REQUIRED TOCORRECT THEM AT HIS OWN COST.

A-230

PROJECT NO.:

DRAWN BY:

DATE:

CHECKED BY:

DRAWING NO.:

DRAWING NAME:

PROJECT NAME:

P.F.

ISSUED FORDATE

ARCHITECT'S SEAL:PROJECT NORTH:

ELEVATIONS – NORTH & EAST

3225 UPLANDS TRIPLEXES

G E N E R A L N O T E S :

• THE CONTRACTOR SHALL CHECK AND VERIFY ALLDIMENSIONS ON SITE AND REPORT ANYDISCREPANCIES TO THE ARCHITECT PRIOR TOMANUFACTURING OR CONSTRUCTION.

• DO NOT SCALE DRAWINGS.• ALL WORK SHALL COMPLY WITH THE LOCAL

BUILDING CODE AND THE REQUIREMENTS OF ALLAUTHORITIES HAVING JURISDICTION.

• THIS DRAWING SET IS THE EXCLUSIVE PROPERTY OFATELIER 292 ARCHITECT INC. COPYRIGHT RESERVED.

R.M.

atelier 292

INTERNAL REVIEW & COORDINATION

A R C H I T E C T INC.

2 9 2 m a i n s t r e e to t t a w a o n t a r i o k 1 s 1 e 1 c a n a d at e l: 6 1 3 / 2 3 1 . 2 2 4 5 f a x: 6 1 3 / 2 3 4 .3 1 7 6w w w . a t e l i e r 2 9 2 . c o m

1628

2016-11-11

2017-06-07

CONSULTANTS COORDINATION2017-08-11

ISSUED FOR BUILDING PERMIT2017-09-13

+99,5191 BASEMENT FLOOR

+99,5191 BASEMENT FLOOR

+102,2002 GROUND FLOOR

+102,2002 GROUND FLOOR

+105,0613 SECOND FLOOR

+105,0613 SECOND FLOOR

+108,0944 ROOF

+108,0944 ROOF

2,68

12,

861

3,03

3

5

3

1

14

8

11

14

3

14

+99,5191 BASEMENT FLOOR

+99,5191 BASEMENT FLOOR

+102,2002 GROUND FLOOR

+102,2002 GROUND FLOOR

+105,0613 SECOND FLOOR

+105,0613 SECOND FLOOR

+108,0944 ROOF

+108,0944 ROOF

2,68

12,

861

3,03

3

5

3

1

18

14

8

11

14

15

3

1

5

17

MATERIALS LEGEND

KEYNOTE DESCRIPTION

METAL GUARDRAIL10

3 24 GAUGE CLEAR GALVALUME FLASHING OR COPING

14

8 CEMENT PARGING

5 DESIGNER STONE

METAL RAILING11

6

4 PVC CORNER TRIM/FLASHING

9

13 ALUM. SILL

2 7" CELULAR PVC SIDING

7

1 24 GA. CORRUGATED METAL SIDING, PRE-PAINTED & GALV.

BENT METAL CANOPY12

15

MANUFACTURER / MODEL COLOUR / FINISH

IDEAL ROOFING COOR. 7/8 GREY BERRY - QC 3659

CELECT WROUGHT IRONTBD CLEAR COATED

SHOULDICE DESERT BUFF / TEX

CLEAR GALVANIZED

HEDGE (SEE LANDSCAPE PLAN)16

100MM DIA. ROUND METAL COLUMN17

METAL ROOFING18

TYP. WINDOW WELL (REFER TO DETAILS)19

20

21

ALUMINUM LOUVER ROOF VENT

22

ANODIZED ALUMINUM

ALUMINUM LOUVER EXHAUST VENT ANODIZED ALUMINUM

ALUMINUM WINDOW BOX ANODIZED ALUMINUM

SLOPED WALL FLASHING IDEAL ROOFING CLEAR GALVALUME

GALVANIZED

CLEAR GALVANIZED

POWDERCOATED FINISH

23 RETAINING WALL GRANDE WALLTM SYSTEM

FCP MOULDING/TRIM EASYTRIM, EZ6-7 VERT. ANODIZED ALUMINUM

POURED CONCRETE

METAL CORNER TRIM/FLASHING IDEAL ROOFING

ACCESSIBLE RAMP

4' X 8' FIBRE CEMENT PANELS (CUT TO SUITE LAYOUT)

24 127 X 89 STEEL LOOSE LINTEL (ALL OPENINGS SUPPORTINGMASONRY VENEER)

PRIMED & PAINTED

CELECT WROUGHT IRON

GREY BERRY - QC 3659

27 FCP MOULDING/TRIM EASYTRIM, EZ4 Z-TRIM ANODIZED ALUMINUM

26 FCP MOULDING/TRIM EASYTRIM, EZ5 H-TRIM ANODIZED ALUMINUM

JAMES HARDIE JH20-20 AUTUMN TAN

25 4' X 8' FIBRE CEMENT PANELS (CUT TO SUITE LAYOUT) JAMES HARDIE JH50-30 MOUNTAIN SAGE

28 RECESSED ALUMINUM ROOF VENT TBD ANODIZED ALUMINUM

SCALE: 1:50

2 EAST ELEVATIONA-230

SCALE: 1:50

1 NORTH ELEVATIONA-230

NOTEALL SIDING AND ROOF MOULDING/TRIM AND FLASHING SHALL BE 24-GAUGE CLEAR GALVALUME,CUSTOM BENT/FABRICATED TO SIDING AND ROOFING SPECIFICATIONS. PROVIDE SHOP DRAWINGSOF MOULDING/TRIM AND FLASHING FOR REVIEW AND APPROVAL BEFORE FABRICATION.

Page 7: A-211 SECOND FLOOR PLAN AND ROOF PLAN · PDF fileg e n e r a l n o t e s : • the contractor shall check and verify all ... 1,461 578 406 9,346 5,635 2,483 4,596 7 1,670 63 2,638

I M P O R T A N T N O T E :

THE CONTRACTOR SHALL NOT MAKE ANY CHANGESOR MODIFICATIONS WITHOUT ARCHITECT'S WRITTENCONSENT. THE CONTRACTOR ASSUMES FULL LEGALAND CONTRACTUAL LIABILITY FOR ANY UNAUTHORIZEDCHANGES. THE CONTRACTOR MAY BE REQUIRED TOCORRECT THEM AT HIS OWN COST.

A-231

PROJECT NO.:

DRAWN BY:

DATE:

CHECKED BY:

DRAWING NO.:

DRAWING NAME:

PROJECT NAME:

P.F.

ISSUED FORDATE

ARCHITECT'S SEAL:PROJECT NORTH:

ELEVATIONS – SOUTH & WEST

3225 UPLANDS TRIPLEXES

G E N E R A L N O T E S :

• THE CONTRACTOR SHALL CHECK AND VERIFY ALLDIMENSIONS ON SITE AND REPORT ANYDISCREPANCIES TO THE ARCHITECT PRIOR TOMANUFACTURING OR CONSTRUCTION.

• DO NOT SCALE DRAWINGS.• ALL WORK SHALL COMPLY WITH THE LOCAL

BUILDING CODE AND THE REQUIREMENTS OF ALLAUTHORITIES HAVING JURISDICTION.

• THIS DRAWING SET IS THE EXCLUSIVE PROPERTY OFATELIER 292 ARCHITECT INC. COPYRIGHT RESERVED.

R.M.

atelier 292

INTERNAL REVIEW & COORDINATION

A R C H I T E C T INC.

2 9 2 m a i n s t r e e to t t a w a o n t a r i o k 1 s 1 e 1 c a n a d at e l: 6 1 3 / 2 3 1 . 2 2 4 5 f a x: 6 1 3 / 2 3 4 .3 1 7 6w w w . a t e l i e r 2 9 2 . c o m

1628

2016-11-11

2017-06-07

CONSULTANTS COORDINATION2017-08-11

ISSUED FOR BUILDING PERMIT2017-09-13

+99,5191 BASEMENT FLOOR

+99,5191 BASEMENT FLOOR

+102,2002 GROUND FLOOR

+102,2002 GROUND FLOOR

+105,0613 SECOND FLOOR

+105,0613 SECOND FLOOR

+108,0944 ROOF

+108,0944 ROOF

2,68

12,

861

3,03

3

5

3

1

18

14

8

11

11

14

3

15

17

+99,5191 BASEMENT FLOOR

+99,5191 BASEMENT FLOOR

+102,2002 GROUND FLOOR

+102,2002 GROUND FLOOR

+105,0613 SECOND FLOOR

+105,0613 SECOND FLOOR

+108,0944 ROOF

+108,0944 ROOF

2,68

12,

861

3,03

3

5

3

1

18

14

8

11

14

15

3

1

5

14

17

MATERIALS LEGEND

KEYNOTE DESCRIPTION

METAL GUARDRAIL10

3 24 GAUGE CLEAR GALVALUME FLASHING OR COPING

14

8 CEMENT PARGING

5 DESIGNER STONE

METAL RAILING11

6

4 PVC CORNER TRIM/FLASHING

9

13 ALUM. SILL

2 7" CELULAR PVC SIDING

7

1 24 GA. CORRUGATED METAL SIDING, PRE-PAINTED & GALV.

BENT METAL CANOPY12

15

MANUFACTURER / MODEL COLOUR / FINISH

IDEAL ROOFING COOR. 7/8 GREY BERRY - QC 3659

CELECT WROUGHT IRONTBD CLEAR COATED

SHOULDICE DESERT BUFF / TEX

CLEAR GALVANIZED

HEDGE (SEE LANDSCAPE PLAN)16

100MM DIA. ROUND METAL COLUMN17

METAL ROOFING18

TYP. WINDOW WELL (REFER TO DETAILS)19

20

21

ALUMINUM LOUVER ROOF VENT

22

ANODIZED ALUMINUM

ALUMINUM LOUVER EXHAUST VENT ANODIZED ALUMINUM

ALUMINUM WINDOW BOX ANODIZED ALUMINUM

SLOPED WALL FLASHING IDEAL ROOFING CLEAR GALVALUME

GALVANIZED

CLEAR GALVANIZED

POWDERCOATED FINISH

23 RETAINING WALL GRANDE WALLTM SYSTEM

FCP MOULDING/TRIM EASYTRIM, EZ6-7 VERT. ANODIZED ALUMINUM

POURED CONCRETE

METAL CORNER TRIM/FLASHING IDEAL ROOFING

ACCESSIBLE RAMP

4' X 8' FIBRE CEMENT PANELS (CUT TO SUITE LAYOUT)

24 127 X 89 STEEL LOOSE LINTEL (ALL OPENINGS SUPPORTINGMASONRY VENEER)

PRIMED & PAINTED

CELECT WROUGHT IRON

GREY BERRY - QC 3659

27 FCP MOULDING/TRIM EASYTRIM, EZ4 Z-TRIM ANODIZED ALUMINUM

26 FCP MOULDING/TRIM EASYTRIM, EZ5 H-TRIM ANODIZED ALUMINUM

JAMES HARDIE JH20-20 AUTUMN TAN

25 4' X 8' FIBRE CEMENT PANELS (CUT TO SUITE LAYOUT) JAMES HARDIE JH50-30 MOUNTAIN SAGE

28 RECESSED ALUMINUM ROOF VENT TBD ANODIZED ALUMINUM

SCALE: 1:50

2 WEST ELEVATIONA-231

SCALE: 1:50

1 SOUTH ELEVATIONA-231

NOTEALL SIDING AND ROOF MOULDING/TRIM AND FLASHING SHALL BE 24-GAUGE CLEAR GALVALUME,CUSTOM BENT/FABRICATED TO SIDING AND ROOFING SPECIFICATIONS. PROVIDE SHOP DRAWINGSOF MOULDING/TRIM AND FLASHING FOR REVIEW AND APPROVAL BEFORE FABRICATION.

Page 8: A-211 SECOND FLOOR PLAN AND ROOF PLAN · PDF fileg e n e r a l n o t e s : • the contractor shall check and verify all ... 1,461 578 406 9,346 5,635 2,483 4,596 7 1,670 63 2,638

I M P O R T A N T N O T E :

THE CONTRACTOR SHALL NOT MAKE ANY CHANGESOR MODIFICATIONS WITHOUT ARCHITECT'S WRITTENCONSENT. THE CONTRACTOR ASSUMES FULL LEGALAND CONTRACTUAL LIABILITY FOR ANY UNAUTHORIZEDCHANGES. THE CONTRACTOR MAY BE REQUIRED TOCORRECT THEM AT HIS OWN COST.

A-240

PROJECT NO.:

DRAWN BY:

DATE:

CHECKED BY:

DRAWING NO.:

DRAWING NAME:

PROJECT NAME:

P.F.

ISSUED FORDATE

ARCHITECT'S SEAL:PROJECT NORTH:

DOOR SCHEDULE & ELEVATIONS

3225 UPLANDS TRIPLEXES

G E N E R A L N O T E S :

• THE CONTRACTOR SHALL CHECK AND VERIFY ALLDIMENSIONS ON SITE AND REPORT ANYDISCREPANCIES TO THE ARCHITECT PRIOR TOMANUFACTURING OR CONSTRUCTION.

• DO NOT SCALE DRAWINGS.• ALL WORK SHALL COMPLY WITH THE LOCAL

BUILDING CODE AND THE REQUIREMENTS OF ALLAUTHORITIES HAVING JURISDICTION.

• THIS DRAWING SET IS THE EXCLUSIVE PROPERTY OFATELIER 292 ARCHITECT INC. COPYRIGHT RESERVED.

R.M.

atelier 292

INTERNAL REVIEW & COORDINATION

A R C H I T E C T INC.

2 9 2 m a i n s t r e e to t t a w a o n t a r i o k 1 s 1 e 1 c a n a d at e l: 6 1 3 / 2 3 1 . 2 2 4 5 f a x: 6 1 3 / 2 3 4 .3 1 7 6w w w . a t e l i e r 2 9 2 . c o m

1628

2016-11-11

2017-06-07

CONSULTANTS COORDINATION2017-08-11

ISSUED FOR BUILDING PERMIT2017-09-13

DOOR AND FRAME SCHEDULE

DOOR #

D00

D01

D02

D03

D04

D05

D06

D07

D08

D09

D10

D11

D12

D13

D14

D15

D16

D17

D18

D19

D20

D21

D22

D23

D24

D25

D26

D27

D28

D29

ELEVATIONTYPE

D

C

D

C

C

D

C

A

C

D

D

C

D

C

C

C

C

C

D

B

B

B

D

C

D

C

C

D

C

D

DOORSIZE

WIDTH4'-0"

2'-8"

4'-0"

2'-8"

2'-8"

4'-0"

3'-0"

3'-0"

2'-8"

5'-0"

4'-0"

2'-8"

4'-0"

2'-8"

3'-0"

3'-0"

2'-6"

2'-8"

5'-0"

3'-2"

3'-0"

3'-0"

4'-0"

2'-8"

4'-0"

2'-8"

3'-0"

4'-0"

2'-8"

5'-0"

HEIGHT7'-5"

6'-8"

7'-5"

6'-8"

6'-8"

7'-5"

6'-8"

6'-8"

6'-8"

7'-5"

8'-0"

6'-8"

8'-0"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

8'-0"

6'-8"

6'-8"

6'-8"

8'-0"

6'-8"

8'-0"

6'-8"

6'-8"

8'-0"

6'-8"

8'-0"

THICKNESS0'-1 1/2"

0'-1 1/2"

0'-1 1/2"

0'-1 1/2"

0'-1 1/2"

0'-1 1/2"

0'-1 1/2"

0'-1 3/4"

0'-1 1/2"

0'-1 1/2"

0'-1 1/2"

0'-1 1/2"

0'-1 1/2"

0'-1 1/2"

0'-1 1/2"

0'-1 1/2"

0'-1 1/2"

0'-1 1/2"

0'-1 1/2"

0'-1 1/2"

0'-1 1/2"

0'-1 1/2"

0'-1 1/2"

0'-1 1/2"

0'-1 1/2"

0'-1 1/2"

0'-1 1/2"

0'-1 1/2"

0'-1 1/2"

0'-1 1/2"

MATERIAL

HLC WOOD

HLC WOOD

HLC WOOD

HLC WOOD

HLC WOOD

HLC WOOD

SC WOOD

STEEL

HLC WOOD

HLC WOOD

HLC WOOD

HLC WOOD

HLC WOOD

HLC WOOD

HLC WOOD

HLC WOOD

HLC WOOD

HLC WOOD

HLC WOOD

GALV STEEL

GALV STEEL

GALV STEEL

HLC WOOD

HLC WOOD

HLC WOOD

HLC WOOD

HLC WOOD

HLC WOOD

HLC WOOD

HLC WOOD

FINISH (INT/EXT)

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

FRAME

MATERIAL

ALUM

STEEL

ALUM

STEEL

STEEL

ALUM

STEEL

STEEL

STEEL

ALUM

ALUM

STEEL

ALUM

STEEL

STEEL

STEEL

STEEL

STEEL

ALUM

FBG CLAD WOOD

FBG CLAD WOOD

FBG CLAD WOOD

ALUM

STEEL

ALUM

STEEL

STEEL

ALUM

STEEL

ALUM

FINISH (INT/EXT)ANOD

PAINT/PAINT

ANOD

PAINT/PAINT

PAINT/PAINT

ANOD

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

ANOD

ANOD

PAINT/PAINT

ANOD

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

ANOD

PAINT/PAINT

PAINT/PAINT

PAINT/PAINT

ANOD

PAINT/PAINT

ANOD

PAINT/PAINT

PAINT/PAINT

ANOD

PAINT/PAINT

ANOD

WALLTHICKNESS

4.50"

4.50"

4.50"

4.50"

4.50"

4.50"

4.50"

4.50"

4.50"

4.50"

4.50"

4.50"

4.50"

4.50"

4.50"

4.50"

4.50"

4.50"

4.50"

12.55"

12.55"

13.50"

4.50"

4.50"

4.50"

4.50"

4.50"

4.50"

4.50"

4.50"

HARDWAREGROUP

NOTES

MECHANICAL ROOM DOOR/FRAME. FACE-WELDED FRAME. 45-MIN FIRE-RATING.

INSULATED DOOR & THERMALLY-BROKEN FRAME

INSULATED DOOR & THERMALLY-BROKEN FRAME

INSULATED DOOR & THERMALLY-BROKEN FRAME

2" VARIES 2"

6'-8

"2"

2" VARIES 2"

6'-8

"2"

2" VARIES 2"

6'-8

"2"

6'-8

"

VARIES

3'-3

1/2

"

3'-3

1/2

"

3'-3

1/2

"

6'-8

"

VARIES

DOOR TYPE A

FIN. FLOOR

B C D

SF

MECH ROOM ENTRANCE DOORS NTERIOR DOORS CLOSETS(SLIDERS)

E

CLOSETS(POCKET)

DOOR & FRAME ELEVATIONS

1. UNLESS SPECIFIED OTHERWISE, ALL EXTERIOR DOOR FRAMES SHALL BE FIBER-GLASS CLAD WOOD CORE (PINE OR BETTER, FIBER-GLASS COLOUR TBD BY ARCHITECT), WITHINTEGRATED DOOR STOPS, AND PREPPED TO RECEIVE HARDWARE: HINGES, STRIKES, AND WEATHERSTRIPPING. SHIM AS REQUIRED AND FILL ALL VOIDS WITH LOW-EXPANSION POLYURETHANE FOAM. PROVIDE APPROPRIATE WALL ANCHORS - MIN. THREE ANCHORS PER JAMB. REFER TO WALL ASSEMBLIES AND FLOOR PLANS TODETERMINE TYPE OF WALL ANCHOR.

2. UNLESS SPECIFIED OTHERWISE, ALL EXTERIOR DOORS SHALL BE 40mm THICK INSULATED METAL DOORS, WITH VISION LITES AS INDICATED, PREPPED & REINFORCED TORECEIVE HARDWARE: HINGES, LOCKSETS, AND MAGNETIC WEATHERSTRIPPING. PROVIDE EVEN MARGINS BETWEEN DOORS AND JAMBS: HINGE SIDE 2mm ; LATCH SIDE2.5mm ; BOTTOM 19mm.

3. UNLESS NOTED OTHERWISE, ALL INTERIOR DOOR FRAMES SHALL BE METAL KNOCK-DOWN FRAME: "TIMELY" C-SERIES 18GA WITH TA-8 STEEL CASING, FACTORY PRIMED ANDPAINTED, COLOUR TBD BY ARCHITECT.

4. UNLESS NOTED OTHERWISE, ALL INTERIOR DOORS SHALL BE 38mm THICK HOLLOW WOOD DOORS, PREPPED TO RECEIVE HARDWARE: HINGES & LOCKSETS. ALL DOORSSHALL BE FACTORY PRIMED AND PAINTED.

5. REFER TO FLOOR PLAN FOR DOOR SWING.

6. ALL FIRE-RATED FRAMES SHALL BE FULLY GROUTED WITH MORTAR OR PLASTER FOR STRUCTURAL RIGIDITY AND INCREASED FIRE RESISTANCE.

7. ALL EXTERIOR METAL FRAMES SHALL BE THERMALLY BORKEN & FILLED WITH LOW-EXPANSION POLYURETHANE FOAM.

8. PROVIDE SHEET APPLIED SELF-ADHESIVE NON-PERMEABLE AIR BARRIER AND/OR PERMEABLE AIR BARRIERS WHERE INDICATED.

9. PROVIDE CONTINUOUS SEALANT AT BACKBENDS FOR BOTH SIDES OF FRAMES (REFER TO SPECIFICATIONS FOR INTERIOR AND EXTERIOR SEALANT TYPE.

10. DOORS SHALL HAVE NOT MORE THAN 19 mm UNDERCUT AND NOT NOT MORE THAN 3 mm AT THE SIDES AND TOP.

11. PROVIDE DOOR SWEEPS, MAGNETIC WEATHERSTRIPPING, AND THRESHOLDS FOR ALL EXTERIOR DOORS.

12. ALL GLAZING IN FIRE-RATED DOORS SHALL BE 6 mm THICK FIRE-RATED AND IMPACT SAFETY-RATED MATERIAL COMPOSED OF WIRED GLASS.

13. ALL GLAZING SHALL BE DOUBLE PANE INSULATED GLASS UNIT (IGU), WITH SPACER AND ARGON FILL.

14. ALL GLAZING IN EXTERIOR ENTRANCE DOORS SHALL HAVE SECURITY FILM APPLIED TO RESIST FORCED ENTRY. FILM INSTALLATION SHALL BE PERFORMED BY FACTORYTRAINED TECHNICIANS. CONTRACTOR TO CARRY COST OF FILM INSPECTION & SITE VISITS BY FACTORY REPRESENTATIVE.

15. ALL STEEL DOOR FRAMES IN FIRE RATED WALLS AND FIRE SEPARATIONS, INCLUDING ANCHORAGE REQUIREMENTS, SHALL CONFORM TO CAN4-S105-M, "FIRE DOOR FRAMESMEETING THE PERFORMANCE REQUIRED BY CAN4-S104".

16. FOR DOOR HARDWARE REFER TO SECTION 08 71 10.

17. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL DOORS AND FRAMES.

18. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL HARDWARE.

19. CONTRACTOR TO VERIFY ALL THROAT OPENINGS, FRAME OPENINGS, AND DOOR WIDTHS (NET WIDTH) PRIOR TO ORDERING AND MANUFACTURING.

20. CONTRACTOR TO VERIFY AVAILABILITY AND COMPATIBILITY OF HARDWARE SPECIFIED BY CONSULTANTS PRIOR TO SUBMITTING SHOP DRAWINGS.

DOOR & FRAME GENERAL NOTES

ALUM ALUMINUMANOD ANODIZEDEXT EXTERIORFBG FIBERGLASSFCP FIBER CEMENT PANELFU FIXED UNITFWG 6mm FIXED WIRED GLASSGALV GALVANIZEDHLC HOLLOW COREHC HONEYCOMB

INDEX OF ABBREVIATIONSINT INTERIOROP OPERABLE UNITSC SOLID CORESP SPANDREL PANEL (FIXED)SF SECURITY FILMSPR REMOVABLE SPANDREL PANEL

Page 9: A-211 SECOND FLOOR PLAN AND ROOF PLAN · PDF fileg e n e r a l n o t e s : • the contractor shall check and verify all ... 1,461 578 406 9,346 5,635 2,483 4,596 7 1,670 63 2,638

I M P O R T A N T N O T E :

THE CONTRACTOR SHALL NOT MAKE ANY CHANGESOR MODIFICATIONS WITHOUT ARCHITECT'S WRITTENCONSENT. THE CONTRACTOR ASSUMES FULL LEGALAND CONTRACTUAL LIABILITY FOR ANY UNAUTHORIZEDCHANGES. THE CONTRACTOR MAY BE REQUIRED TOCORRECT THEM AT HIS OWN COST.

A-241

PROJECT NO.:

DRAWN BY:

DATE:

CHECKED BY:

DRAWING NO.:

DRAWING NAME:

PROJECT NAME:

P.F.

ISSUED FORDATE

ARCHITECT'S SEAL:PROJECT NORTH:

WINDOW SCHEDULE. ELEVATIONS & DETAILS

3225 UPLANDS TRIPLEXES

G E N E R A L N O T E S :

• THE CONTRACTOR SHALL CHECK AND VERIFY ALLDIMENSIONS ON SITE AND REPORT ANYDISCREPANCIES TO THE ARCHITECT PRIOR TOMANUFACTURING OR CONSTRUCTION.

• DO NOT SCALE DRAWINGS.• ALL WORK SHALL COMPLY WITH THE LOCAL

BUILDING CODE AND THE REQUIREMENTS OF ALLAUTHORITIES HAVING JURISDICTION.

• THIS DRAWING SET IS THE EXCLUSIVE PROPERTY OFATELIER 292 ARCHITECT INC. COPYRIGHT RESERVED.

R.M.

atelier 292

INTERNAL REVIEW & COORDINATION

A R C H I T E C T INC.

2 9 2 m a i n s t r e e to t t a w a o n t a r i o k 1 s 1 e 1 c a n a d at e l: 6 1 3 / 2 3 1 . 2 2 4 5 f a x: 6 1 3 / 2 3 4 .3 1 7 6w w w . a t e l i e r 2 9 2 . c o m

1628

2016-11-11

2017-06-07

CONSULTANTS COORDINATION2017-08-11

ISSUED FOR BUILDING PERMIT2017-09-13

WINDOW SCHEDULE

WD #

W01W02W03W04W05W06W07W08W09W10W11W12W13W14W15W16W17W18W19W20W21W22W23W24W25W26W27W28W29

ELEVATIONTYPE

GFGKFFGFJFJGKHJHF

JJJGKHJHF

SIZE

WIDTH3'-0"3'-0"3'-0"

1'-12"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"

1'-12"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"

1'-12"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"

HEIGHT2'-12"2'-12"2'-12"1'-12"2'-12"2'-12"2'-12"2'-12"6'-0"

2'-12"6'-0"

2'-12"1'-12"6'-0"6'-0"6'-0"

2'-12"2'-12"6'-0"6'-0"6'-0"

2'-12"1'-12"6'-0"6'-0"6'-0"

2'-12"2'-12"2'-12"

TYPE

AWNINGAWNINGAWNINGAWNINGAWNINGAWNINGAWNINGAWNING

SINGLE HUNGAWNING

SINGLE HUNGAWNINGAWNING

SINGLE HUNGSINGLE HUNGSINGLE HUNG

AWNINGAWNING

SINGLE HUNGSINGLE HUNGSINGLE HUNG

AWNINGAWNING

SINGLE HUNGSINGLE HUNGSINGLE HUNG

AWNINGAWNINGAWNING

MATERIAL

PVCPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCPVC

PVCPVCPVCPVCPVCPVCPVCPVCPVC

FINISH NOTES

8'-0

"

FIN. FLOOR

FIN. CLG

ELEVATION TYPE

3'-0"

4'-0

"3'

-0"

1'-0

"

1'-0

"6'

-0"

1'-0

"

6'-1"6'-4"

4'-0

"3'

-0"

1'-0

"

1'-0

"6'

-0"

1'-0

"

914

4'-11

1/2

"2'

-1/2

"1'

-0"

2'-1/2"

F

1, 2A-242

TYP

3, 4A-242

TYP

AWNING

H

1, 2A-242

TYP

3, 4A-242

TYP

DOUBE UNIT - SINGLE HUNG

G

1, 2A-242

TYP

3, 4A-242

TYP

AWNING

J

1, 2A-242

TYP

3, 4A-242

TYP

SINGLE HUNG

WINDOW ELEVATIONS

K

1, 2A-242

TYP

3, 4A-242

TYP

AWNING

WINDOW NOTES:

ALUM ALUMINUMANOD ANODIZEDEXT EXTERIORFBG FIBERGLASSFCP FIBER CEMENT PANELFU FIXED UNITFWG 6mm FIXED WIRED GLASSINT INTERIORN/A NOT APPLICABLEOP OPERABLE UNITPVC POLY VINYL CLORIDESP SPANDREL PANEL (FIXED)SPR REMOVABLE SPANDREL PANEL

1. ALL DIMENSIONS ARE ROUGH OPENING SIZES.

2. REFER TO ELEVATIONS FOR OPERABILITY.

3. ALL SINGLE HUNG AND AWNING WINDOWS TO BE PVC WITH 4mm TEMPERED GLASS, LOW-E COATING, DOUBLE PANE WITH ARGON AND WARM EDGE SPACERS.

4. BUILDING ELEMENTS USED TO SUPPORT WINDOWS AND GLAZING SYSTEM SHALL BE STRUCTURALLY ADEQUATE AND MEET OR EXCEED SAME CRITERIA FRAMING.

5. ANCHOR BOLTS AND FASTENERS SHALL BE STAINLESS STEEL (A316)

6. TEK AND MACHINE SCREWS SHALL BE SAE GRADE 5

7. PROVIDE CONTINUOUS LOW-EXPANSION POLYURETHANE FOAM AROUND ENTIRE PERIMETER OF NEW WINDOWS AND DOORS. FILL ENITRE VOIDS AT SILLS, HEADS, AND JAMBS, WITH SAME FOAM, UNLESS NOTED OTHERWISE.

8. PROVIDE SHEET APPLIED SELF-ADHESIVE NON-PERMEABLE AIR BARRIER AND/OR PERMEABLE AIR BARRIERS WHERE INDICATED.

9. ALL SLIDERS TO BE PVC FRAME WITH DOUBLE SASH CONSTRUCTION, EXTERIOR & INTERIOR GLAZING 4mm CLEAR TEMPERED.

10. PROVIDE TRIMS & MOULDINGS TO COMPLETE INSTALLATION.

11. PROVIDE SEALANTS AND CAULKING AS SPECIFIED.

12. ALL EXTERIOR WINDOWS AT GROUND FLOOR LEVEL AND BASEMENT LEVEL SHALL HAVESECURITY FILM APPLIED TO RESIST FORCED ENTRY. FILM INSTALLATION SHALL BE PERFORMEDBY FACTORY-TRAINED TECHNICIANS. CONTRACTOR TO CARRY COST OF FILM INSPECTIONS &SITE VISITS BY FACTORY REPRESENTATIVE.

LEGEND:

Page 10: A-211 SECOND FLOOR PLAN AND ROOF PLAN · PDF fileg e n e r a l n o t e s : • the contractor shall check and verify all ... 1,461 578 406 9,346 5,635 2,483 4,596 7 1,670 63 2,638

I M P O R T A N T N O T E :

THE CONTRACTOR SHALL NOT MAKE ANY CHANGESOR MODIFICATIONS WITHOUT ARCHITECT'S WRITTENCONSENT. THE CONTRACTOR ASSUMES FULL LEGALAND CONTRACTUAL LIABILITY FOR ANY UNAUTHORIZEDCHANGES. THE CONTRACTOR MAY BE REQUIRED TOCORRECT THEM AT HIS OWN COST.

A-242

PROJECT NO.:

DRAWN BY:

DATE:

CHECKED BY:

DRAWING NO.:

DRAWING NAME:

PROJECT NAME:

#Contact Full Name

ARCHITECT'S SEAL:PROJECT NORTH:

WINDOW DETAILS

3225 UPLANDS TRIPLEXES

G E N E R A L N O T E S :

• THE CONTRACTOR SHALL CHECK AND VERIFY ALLDIMENSIONS ON SITE AND REPORT ANYDISCREPANCIES TO THE ARCHITECT PRIOR TOMANUFACTURING OR CONSTRUCTION.

• DO NOT SCALE DRAWINGS.• ALL WORK SHALL COMPLY WITH THE LOCAL

BUILDING CODE AND THE REQUIREMENTS OF ALLAUTHORITIES HAVING JURISDICTION.

• THIS DRAWING SET IS THE EXCLUSIVE PROPERTY OFATELIER 292 ARCHITECT INC. COPYRIGHT RESERVED.

RM

atelier 292A R C H I T E C T INC.

2 9 2 m a i n s t r e e to t t a w a o n t a r i o k 1 s 1 e 1 c a n a d at e l: 6 1 3 / 2 3 1 . 2 2 4 5 f a x: 6 1 3 / 2 3 4 .3 1 7 6w w w . a t e l i e r 2 9 2 . c o m

1628

2016-11-11

ISSUED FORDATE

BUILDING PERMIT APPLICATION2017-06-07

61 13

13 140 11 3812

11

1375

CONTINUOUS VAPOUR- PERMEABLEAIR BARRIER OVER CONTINUOUSFLASHING

CONTINUOUS VAPOUR-BARRIER

PROVIDE ADDTIONAL STUD TO ALLOW PROPER FASTENING OFALUMINUM BOX

11mm FIBER CEMENT PANEL SIDINGOVER GALV. METAL TRACKS

FACE OF FIBRE CEMENT PANEL

19.1 mm PLYWOOD NAILING STRIP (TYP)

CONT. CAULKING TYPE 'A'

19.1 mm PLYWOOD NAILING STRIP (TYP)

CONT. CAULKING TYPE 'A' ENTIRE PERIMETER OF FRAMECONT. CAULKING TYPE 'B' @ ENTIREPERIMETER OF FRAME

6 mm SHIM OVER NAILING STRIP @ ALL SIDES OF OPENING,FOAM REMAINING CAVITY (TYP. FOR ALL WINDOWS)

6 mm SHIM OVER NAILING STRIP @ ALL SIDES OF OPENING,FOAM REMAINING CAVITY (TYP. FOR ALL WINDOWS)

CONTINUOUS VAPOUR-PERMEABLEAIR BARRIER LAPPED BEHIND FACESHEET AND WRAPPED AT HEADER

AIR-BARRIER WRAPPED INSIDE

METAL CORNER BEAD AT ENTIRE PERIMETER (TYP)

CONT. VAPOUR-PERMEABLE AIR-BARRIER OVER OSB SHEATING

NEW WINDOW

38 mm RIGID INSUL. BOARD

GYPSUM RETURN

METAL CORNER BEAD AT ENTIRE PERIMETER (TYP)

GYPSUM BOARD RETURN, PAINT FINISH

GYPSUM BOARD RETURN, PAINT FINISH

38 mm RIGID INSUL. OVER AIRBARRIER

ALUMINUM BOX

2 6

2 6

2 6

W3

2 6

62

62

75

13 140 11 38 25 90

13

13

CONTINUOUS VAPOUR- PERMEABLEAIR BARRIER OVER CONTINUOUSFLASHING

CONTINUOUS VAPOUR-BARRIER

GYPSUM BOARD

WEEP HOLES WITH INSECT SCREEN @800 mm O/C

CONTINUOUS FLASHING

89 X 89 mm LOOSE LINTEL, PRIMEAND PAINT FINISH

19.1 mm PLYWOOD NAILING STRIP (TYP)

CONT. CAULKING TYPE 'A'

SHEET APPLIED SELF-ADHESIVEMEBRANE AT BOTTOM OF OPENING(100 mm LAP OVER AIR-BARRIER)

19.1 mm PLYWOOD NAILING STRIP (TYP)

CONT. CAULKING TYPE 'A' ENTIRE PERIMETER OF FRAME

6 mm SHIM OVER NAILING STRIP @ ALL SIDES OF OPENING,SPRAY FOAM REMAINING CAVITY (TYP. FOR ALL WINDOWS)

6 mm SHIM OVER NAILING STRIP @ ALL SIDES OF OPENING,FOAM REMAINING CAVITY (TYP. FOR ALL WINDOWS)

CONTINUOUS VAPOUR-PERMEABLEAIR BARRIER LAPPED BEHIND FACESHEET AND WRAPPED AT HEADER

AIR-BARRIER WRAPPED INSIDE

METAL CORNER BEAD AT ENTIRE PERIMETER (TYP)

CONT. VAPOUR-PERMEABLE AIR-BARRIER OVER OSB SHEATING

GYPSUM RETURN

METAL CORNER BEAD AT ENTIRE PERIMETER (TYP)

GYPSUM BOARD RETURN, PAINT FINISH

GYPSUM BOARD RETURN, PAINT FINISH

FACE OF MASONRY

CONT. CAULKING TYPE 'B' @ ENTIREPERIMETER OF FRAME

NEW WINDOW

ALUMINUM BOX

BAKER ROD & CONT. CAULKING TYPE'B' @ ENTIRE PERIMETER OF FRAME

2 6

2 6

2 6

W3

2 6

MAX

64

1314

011

5011

13

±6

R.O.

GYPSUM BOARD RETURN (TYP)

CONT. CAULKING TYPE 'A' ENTIRE PERIMETER OF FRAME

6 mm SHIM OVER PLYWOOD BOX @ ALL SIDES OF OPENING, FOAMREMAINING CAVITY (TYP. FOR ALL WINDOWS)

PROVIDE ADDITIONAL STUDFOR METAL TRACKS

38X50 (20GA) METAL TRACKSANCHORED TO STUDS

38 mm RIGID INSUL. BOARD OVERALUMINUM BOX

WRAP AIR-BARRIER BEHIND PLYWOOD BOX + SEAL & TAPE

2.5mm (10 GA) PRE-FABRICATED ALUMINUM BOXANCHORED TO SUBSTRATE WITH S.S. SCREWS

2.5mm (10 GA) PRE-FABRICATED ALUMINUM BOXANCHORED TO FRAMING WITH S.S. SCREWS

CONT. CAULKING TYPE 'B' @ ENTIREPERMITER OF BOX AND FRAME

13mm PLYWOOD BOX

CONT. VAPOUR-PERMEABLE AIR-BARRIER OVER OSB SHEATING

26

26

26

26

26

26

1314

011

3825

9013

1212

75

19.1 X 190 mm PLYWOOD NAILING STRIP (TYP)CONT. CAULKING TYPE 'A' ENTIRE PERIMETER OF FRAME

6 mm SHIM OVER NAILING STRIP @ ALL SIDES OF OPENING, FOAMREMAINING CAVITY (TYP. FOR ALL WINDOWS)

CONTINUOUS VAPOUR-BARRIER

CONT. CAULKING TYPE 'B' @ ENTIREPERMITER OF MOULDING

CONT. VAPOUR-PERMEABLE AIR-BARRIER OVER OSB SHEATING

38 mm RIGID INSUL. BOARD

WRAP VAPOUR-BARRIER OVER NAILING STRIP + SEAL & TAPE

METAL CORNER BEAD AT ENTIRE PERIMETER (TYP)

ALUM. BOX ANCHORED TO WALLFRAMING

26

26

26

26

MAXMAX

100 VARIES - SEE WINDOW SCHEDULE 100

100 VARIES - SEE WINDOW SCHEDULE 100

7525

VARI

ES -

SEE

WIN

DOW

SCH

EDUL

E10

0

100

VARI

ES -

SEE

WIN

DOW

SCH

EDUL

E10

0

BACK BEND

SIDE JAMB

BACK BEND

BACK BENDBACK BEND

SIDE JAMB

TOB JAMB

SLOPED SILL

PRE-DRILLED ANCHORPOINT

BACK BEND

SIDE JAMB

SLOPED SILL

ELEVATION VIEW

SECTION VIEW

PLAN VIEW

NOTES:

1. BOX SHALL BE PRE-FABRICATED OFF SITE.

2. BOX SHALL BE MADE OUT OF 2.5mm (10 GA) ALUMINUM.

3. ALL EXPOSED EDGES SHALL BE ROUND SMOOTH.

SCALE: 1:5

1 TYP. WINDOW DETAIL @ FCP SIDING - VERT. SECTIONA-242 SCALE: 1:5

2 TYP. WINDOW DETAIL @ MASONRY VENEER - VERT. SECTIONA-242

SCALE: 1:5

4 TYP. WINDOW DETAIL @ FCP SIDING - PLAN DETAILA-242 SCALE: 1:5

5 TYP. WINDOW DETAIL @ MASONRY VENEER - PLAN DETAILA-242SCALE: 1:5

3 ALUMINUM WINDOW BOXA-242

Page 11: A-211 SECOND FLOOR PLAN AND ROOF PLAN · PDF fileg e n e r a l n o t e s : • the contractor shall check and verify all ... 1,461 578 406 9,346 5,635 2,483 4,596 7 1,670 63 2,638

I M P O R T A N T N O T E :

THE CONTRACTOR SHALL NOT MAKE ANY CHANGESOR MODIFICATIONS WITHOUT ARCHITECT'S WRITTENCONSENT. THE CONTRACTOR ASSUMES FULL LEGALAND CONTRACTUAL LIABILITY FOR ANY UNAUTHORIZEDCHANGES. THE CONTRACTOR MAY BE REQUIRED TOCORRECT THEM AT HIS OWN COST.

A-250

PROJECT NO.:

DRAWN BY:

DATE:

CHECKED BY:

DRAWING NO.:

DRAWING NAME:

PROJECT NAME:

P.F.

ISSUED FORDATE

ARCHITECT'S SEAL:PROJECT NORTH:

SECTION DETAILS

3225 UPLANDS TRIPLEXES

G E N E R A L N O T E S :

• THE CONTRACTOR SHALL CHECK AND VERIFY ALLDIMENSIONS ON SITE AND REPORT ANYDISCREPANCIES TO THE ARCHITECT PRIOR TOMANUFACTURING OR CONSTRUCTION.

• DO NOT SCALE DRAWINGS.• ALL WORK SHALL COMPLY WITH THE LOCAL

BUILDING CODE AND THE REQUIREMENTS OF ALLAUTHORITIES HAVING JURISDICTION.

• THIS DRAWING SET IS THE EXCLUSIVE PROPERTY OFATELIER 292 ARCHITECT INC. COPYRIGHT RESERVED.

R.M.

atelier 292

INTERNAL REVIEW & COORDINATION

A R C H I T E C T INC.

2 9 2 m a i n s t r e e to t t a w a o n t a r i o k 1 s 1 e 1 c a n a d at e l: 6 1 3 / 2 3 1 . 2 2 4 5 f a x: 6 1 3 / 2 3 4 .3 1 7 6w w w . a t e l i e r 2 9 2 . c o m

1628

2016-11-11

2017-06-07

CONSULTANTS COORDINATION2017-08-11

ISSUED FOR BUILDING PERMIT2017-09-13

A

400

(TYP

)

1'-1"

3'-8

1/4

"

4"4"

2"

9 3/

4"

SELF ADHESIVEWATERPROOFING MEMBRANE

W1

F1

F3

WRAP TOP OF PARAPET STUDS WITH AIR-BARRIER

CONTINUOUS ALUM. FLASHING, MINIMUM OVERLAP 100 mmWITH SEALANT AT CENTER OF OVERLAP

CONTINUOUS LVL HEADER

OSB SHEATING

CONTINUOUS VAPOUR- PERMEABLE AIR BARRIER

38 mm RIGID INSULATION MECHANICALLY FASTENED OVER AIRBARRIER, FASTENING AS RECOMMENDED BY MANUFACTURER

CONTINUOUS VAPOUR BARRIER,MINIMUM OVERLAP 100 mm,

STAPLE AND SEAL WITH ACOUSTICSEALANT AT 600 mm O/C.

CONTINUOUS VAPOUR BARRIER,MINIMUM OVERLAP 100 mm,

STAPLE AND SEAL WITH ACOUSTICSEALANT AT 600 mm O/C.

CONTINUOUS ALUMINUM COPING

19 mm EXTERIOR GRADE PLYWOOD SHEATING

EXTEND ROOF MEMBRANES UP PARAPET WALL,OVERLAP WITH AIR-BARRIER AT TOP EXTEND AIR-BARRIER AND OSB SHEATING TO TOP OF PARAPET

BUILT-UP CANT STRIP TO SLOPE BOTH SIDES

CANT STRIP (TYP)

38 X 140 @ 400 mm WOOD STUD PARAPET

TERMINATE Z-FURRING CHANNELS AT TOP OF DECK

PROVIDE CONTINUOUS 64 X 64 mm GALV. METAL ANGLE (20 GA)AT TOP OF FURRING CHANNELS AND FASTEN AT 400 mm O/C

PROVIDE CONT. FLASHINGBEHIND HEADER

CONT. NON-VAPOUR PERMEABLEA/B BEHIND TRIM/FLASHING

CORRUGATED METAL SIDING

WEEP HOLES WITH INSECTSCREEN @ 800 mm O/C

CONTINUOUS FLASHING

W6

W8

101.6mm DIA.PERIMETER

DRAINAGE PIPE

R1

ANCHOR BOLT EMBEDDED INCONCRETE @ 400 O/C (SEESTRUCTURAL)

CONT. ACOUSTICAL SEALANTCONT. ACOUSTICAL SEALANT

DOOR BOTTOM SEAL

BUMPER & WEATHER-STRIPPING FORENTIRE PERIMETER OF DOOR

THERMALLY-BROKEN DOOR FRAME

CONT. ACOUSTICALSEALANT

125 X 125 STEEL ANGLE, PRIME AND PAINT

ST A IRS

2 6

2

8

2

8

2

8

ST A IRS

E NCL OS E DS P A CE

13 14011 38

21

343

250

600

102

102

50

100

SELF ADHESIVEWATERPROOFING MEMBRANE

W2

F1

F3 CONT. NON-VAPOUR PERMEABLE AIR BARRIER.

F3

CONTINUOUS FLASHING

W7

W7

101.6mm DIA.PERIMETER

DRAINAGE PIPE

CONTINUOUS GALVALUME FLASHING, MINIMUM OVERLAP100 mm WITH SEALANT AT CENTER OF OVERLAP

PLYWOOD SHEATING

CONTINUOUS VAPOUR- PERMEABLE AIR BARRIER

38 mm RIGID INSULATION MECHANICALLYFASTENED OVER AIR BARRIER, FASTENING ASRECOMMENDED BY MANUFACTURER

38 X 140 PRESSURE TREATED (PT) WOOD STUDPARAPET W/ 11 mm PT SHEATING ONE SIDE

EXTEND BASE & CAP SHEET UP PARAPET WALL

EXTEND AIR-BARRIER AND OSB SHEATING TO TOP OF PARAPET

CONT. GALVALUME FLASHING

FIBER-CEMENT PANEL ANCHORED TO Z-FURRING

50 mm (20 GA) GALV. Z-FURRING CHANNELANCHORED TO WALL STUDS @ 400 mm O/C WITH38mm RIGID IN-BETWEEN

TERMINATE Z-FURRING CHANNELS AT TOP OF DECK

PROVIDE CONTINUOUS 64 X 64 mm GALV. METAL ANGLE(20 GA) AT TOP OF FURRING CHANNELS AND FASTEN AT 400 mm O/C

HEAVY GAUGE INSECT SCREEN

ALUMINUM LOUVER INSTALLED BETWEEN Z-CHANNELS

APPLY EXTERIOR-GRADE SEALANT BEHIND FLANGE

APPLY EXTERIOR-GRADE SEALANT BEHIND FLANGE

CONTINUOUS 13MM PLYWOODBAFFLE FROM TRUSS TO TRUSS

CONTINUOUS 13MM PLYWOODBAFFLE FROM TRUSS TO TRUSS

PROVIDE BLOCKING TO SUPPORT BAFFLE

FULL WIDTH OF TRUSS MEMBER

19MM T&G PLYWOOD DECK

MOD-BIT BASE SHEET

MOD-BIT CAP SHEET

R1

6

26

2

2626

2626

4 2

1% SLOPE

B E D R O O M 2

B E D R O O M 2

B E D R O O M 2

38 mm RIGID INSULATION MECHANICALLYFASTENED OVER AIR BARRIER, FASTENING AS

RECOMMENDED BY MANUFACTURER

LAP AIR-BARRIER MEMBRANE OVER FLASHING

LVL BEAM (SEE STRUCTURAL)

FIBRE CEMENT PANEL CEILING W/MEMBRANE FASTENERS

CONTINUOUS FLASHING EXTEND 150mm UP WALL

SHEET APPLIED SELF-ADHESIVE MEBRANE

WOOD STOOL AND APRON

GYPSUM RETURN

AWNING WINDOW TYPE 'E' WITH SECURITY FILM

GYPSUM RETURN

F3

F3

W7

W7

2626

KITCHEN

KITCHEN

26

26

2 62 6

KITCHEN

CONTINUOUS FLASHING EXTEND 150mm UP WALL

11 mm OSB BACKING

FIBRE CEMENT PANEL CEILING W/MEMBRANE FASTENERS

LVL BEAM (SEE STRUCTURAL)

LAP AIR-BARRIER MEMBRANE OVER FLASHING

38 mm RIGID INSULATION MECHANICALLY FASTENEDOVER AIR BARRIER, FASTENING AS RECOMMENDED

BY MANUFACTURER

F3

F3

W7

W8

W1 BATHROOM

6262

BATHROOM

2 6

2 62 6

BATHROOM

SCALE: 1:20

1 BUILDING SECTION DETAILA-250 SCALE: 1:20

2 BUILDINC SECTION DETAILA-250 SCALE: 1:20

4 SECTION DETAILA-250

SCALE: 1:20

3 SECTION DETAILA-250

Page 12: A-211 SECOND FLOOR PLAN AND ROOF PLAN · PDF fileg e n e r a l n o t e s : • the contractor shall check and verify all ... 1,461 578 406 9,346 5,635 2,483 4,596 7 1,670 63 2,638

I M P O R T A N T N O T E :

THE CONTRACTOR SHALL NOT MAKE ANY CHANGESOR MODIFICATIONS WITHOUT ARCHITECT'S WRITTENCONSENT. THE CONTRACTOR ASSUMES FULL LEGALAND CONTRACTUAL LIABILITY FOR ANY UNAUTHORIZEDCHANGES. THE CONTRACTOR MAY BE REQUIRED TOCORRECT THEM AT HIS OWN COST.

A-251

PROJECT NO.:

DRAWN BY:

DATE:

CHECKED BY:

DRAWING NO.:

DRAWING NAME:

PROJECT NAME:

P.F.

ISSUED FORDATE

ARCHITECT'S SEAL:PROJECT NORTH:

ROOF DETAILS

3225 UPLANDS TRIPLEXES

G E N E R A L N O T E S :

• THE CONTRACTOR SHALL CHECK AND VERIFY ALLDIMENSIONS ON SITE AND REPORT ANYDISCREPANCIES TO THE ARCHITECT PRIOR TOMANUFACTURING OR CONSTRUCTION.

• DO NOT SCALE DRAWINGS.• ALL WORK SHALL COMPLY WITH THE LOCAL

BUILDING CODE AND THE REQUIREMENTS OF ALLAUTHORITIES HAVING JURISDICTION.

• THIS DRAWING SET IS THE EXCLUSIVE PROPERTY OFATELIER 292 ARCHITECT INC. COPYRIGHT RESERVED.

R.M.

atelier 292

INTERNAL REVIEW & COORDINATION

A R C H I T E C T INC.

2 9 2 m a i n s t r e e to t t a w a o n t a r i o k 1 s 1 e 1 c a n a d at e l: 6 1 3 / 2 3 1 . 2 2 4 5 f a x: 6 1 3 / 2 3 4 .3 1 7 6w w w . a t e l i e r 2 9 2 . c o m

1628

2016-11-11

2017-06-07

CONSULTANTS COORDINATION2017-08-11

ISSUED FOR BUILDING PERMIT2017-09-13

6

100

100

600

353

127

VARIES

455

CONTINUOUS GALVALUME FLASHING,MINIMUM OVERLAP 100 mm WITHSEALANT AT CENTER OF OVERLAP

OSB SHEETING

CONTINUOUS VAPOUR-PERMEABLE AIR BARRIER

38 mm RIGID INSULATIONMECHANICALLY FASTENED OVER

AIR BARRIER, FASTENING ASRECOMMENDED BY

MANUFACTURER

38 X 140 PRESSURE TREATED(PT) WOOD STUD PARAPET W/11 mm PT SHEATING ONE SIDE

EXTEND BASE & CAP SHEETUP PARAPET WALLEXTEND AIR-BARRIER AND

OSB SHEATING TO TOP OFPARAPET

CONT. GALVALUME FLASHING

6mm CONT. ACOUSTICALSEALANT AT TOP AND BOTTOMOF GYPSUM SHEET (TYP)

FIBER-CEMENT PANELANCHORED TO Z-FURRING

50 mm (20 GA) GALV. Z-FURRINGCHANNEL ANCHORED TO WALL

STUDS @ 400 mm O/C WITH38mm RIGID IN-BETWEEN

TERMINATE Z-FURRINGCHANNELS AT TOP OF DECK

PROVIDE CONTINUOUS 64 X 64mm GALV. METAL ANGLE

(20 GA) AT TOP OF FURRINGCHANNELS AND FASTEN AT

400 mm O/C

HEAVY GAUGE INSECT SCREEN

ALUMINUM LOUVER INSTALLEDBETWEEN Z-CHANNELS

APPLY EXTERIOR-GRADESEALANT BEHIND FLANGE

APPLY EXTERIOR-GRADESEALANT BEHIND FLANGE

CONTINUOUS 13MM PLYWOODBAFFLE FROM TRUSS TO TRUSSCONTINUOUS 13MM PLYWOODBAFFLE FROM TRUSS TO TRUSS

PROVIDE BLOCKING TO SUPPORTBAFFLE

FULL WIDTH OF TRUSS MEMBER

BLOWN CELLULOSEINSULATION MINIMUM R50

19MM T&G PLYWOOD DECK

MOD-BIT BASE SHEET

MOD-BIT CAP SHEET

38mm x 89mm WOODSLEEPERS @ 400mm O.C.

2 6

2 6

R1

2 6

2 6

2 6

2 6

42

1% SLOPE

42

19 mm T&G VENEER CORE PLYWOODDECK

2-PLY MOD. BITUMEN ROOFINGMEMBRANE

NON-COMBUSTIBLE PIPE

STRAINER

ROOF DRAIN

38mm x 89mm WOODSLEEPERS @ 400mm O.C.

38mm x 89mm WOODSLEEPERS @ 400mm O.C.

BLOWN CELLULOSEINSULATION MINIMUM R50

R1

NOTE:DRAIN COMPONENTS ARE SHOWN AS OFFSET FROM ONEANOTHER FOR VISUAL CLARITY; ALL COMPONENTS SHALLBE SEALED TIGHTLY UPON INSTALLATION. INSTALL ANDSEAL STRAINER AS INSTRUCTED BY MANUFACTURER.

1% SLOPE 1% SLOPE

4242 2 4

75

508

305

103

356

19 mm T&G VENEER CORE PLYWOODDECK

2-PLY MOD. BITUMEN ROOFINGMEMBRANE

BLOWN CELLULOSE INSULATIONMINIMUM R50

CONT. VAPOUR BARRIER

INSECT SCREEN

REMOVABLE CONICAL HOOD (FORCLEANING) FITTED WITH THREESUPPORT BRACKETS

STAINLESS STEEL SCREW

SLEEVE WITH INTEGRAL DECK FLANGE

EMBEDDED DECK FLANGE IN LAYER OFPLASTIC CEMENT

PROVIDE BLOCKING

STAINLESS STEELWOOD SCREW

38mm x 89mm WOODSLEEPERS @ 400mm O.C.

EMBEDDED DECK FLANGE IN LAYER OFPLASTIC CEMENT

STAINLESS STEEL WOOD SCREW

THALER, "GAV-2A" GRAVITY AIR VENT

12.7 GWB & PAINT FINISH

R1

42

NOTE:VENT COMPONENTS ARE SHOWN OFFSET FROM ONEANOTHER FOR VISUAL CLARITY; ALL COMPONENTS SHALLBE SEALED TIGHTLY UPON INSTALLATION. INSTALL ANDSEAL VENT AS INSTRUCTED BY MANUFACTURER.

NOTE:- CUT ROOF MEMBRANE BACK 25mm FROM HOLE IN DECKBEFORE INSTALLING VENT AND FILL SPACE WITH PLASTICCEMENT TO PREVENT BITUMEN DRIPPAGE AT ELEVATEDROOF TEMPERATURES.

- TORCH MEMBRANE UNTIL BITUMEN IS FLUID AND SETVENT FLANGE.

- FLASH IN FLANGE WITH TWO OVERLAPPING LAYERS OFMODBIT AND SEAL WTIH ASPHALT SEALER.

SHEET NAME:

DATE: PROJECT NUMBER:

PROJECT:

SHEET NUMBER:DRAWN BY: SCALE:CHECKED BY:RD PF

1343

2914 - 2924 MICHELE DR. DEVELOPMENT

END UNITS 1 & 6 SOFFIT DETAILS

ASK-06

2016-02-05

atelier 292 A R C H I T E C T I N C.

2 9 2 m a i n s t r e e to t t a w a o n t a r i o k 1 s 1 e 1 c a n a d at e l: 6 1 3 / 2 3 1 . 2 2 4 5 f a x: 6 1 3 / 2 3 4 .3 1 7 6w w w . a t e l i e r 2 9 2 . c o m 1:5

25 89 7 89 7 89 7 74

747

897

897

8925

1/4" CONTINUOUS SPACINGBETWEEN CEDAR PLANKS (TYP)

24-GA GALVALUME DRIP-EDGE

1x4 CEDAR PLANKS ANCHORED TOROOF JOIST W/HOT-DIP GALV. ORS.S. SCREWS - NATURAL CEDAR

STAIN FINISH (MIN. 2 COATS)

±

±

100

400

89 7 89 7 89 7 74 38 13

BLOWN CELLULOSEINSULATION (R50)

METAL ROOFING PANELS

ROOF JOISTS

EXTRUDED VINYL SIDING (CELECT)SCREWED TO WOOD FURRING

24 GA GALVALUME FLASHINGWITH DRIP-EDGE

1.5" RIGID INSUL. TOP OF BOARDS TOMATCH HEIGHT OF BLOWN CELLULOSE

ROOF TRUSS

1.5" WOOD FURRING

BUILDING PAPER

1x4 CEDAR PLANKS ANCHORED TO ROOF JOIST W/HOT-DIP GALV. OR S.S. SCREWS - NATURAL CEDAR

STAIN FINISH (MIN. 2 COATS)

HEAVY-GAUGE ALUMINUM ORSTAINLESS STEEL INSECT SCREEN.

1/4" mm CONTINUOUS SPACINGBETWEEN CEDAR PLANKS (TYP)

3.5" CELECT SOFFIT TRIM

WALL SHEATING

ROOF SHEATING

ROOFING MEMBRANE

2 6

2 6

P L A N

S E CT ION

SHEET NAME:

DATE: PROJECT NUMBER:

PROJECT:

SHEET NUMBER:DRAWN BY: SCALE:CHECKED BY:RD PF

1343

2914 - 2924 MICHELE DR. DEVELOPMENT

END UNITS 1 & 6 SOFFIT DETAILS

ASK-06

2016-02-05

atelier 292 A R C H I T E C T I N C.

2 9 2 m a i n s t r e e to t t a w a o n t a r i o k 1 s 1 e 1 c a n a d at e l: 6 1 3 / 2 3 1 . 2 2 4 5 f a x: 6 1 3 / 2 3 4 .3 1 7 6w w w . a t e l i e r 2 9 2 . c o m 1:5

25 89 7 89 7 89 7 74

747

897

897

8925

1/4" CONTINUOUS SPACINGBETWEEN CEDAR PLANKS (TYP)

24-GA GALVALUME DRIP-EDGE

1x4 CEDAR PLANKS ANCHORED TOROOF JOIST W/HOT-DIP GALV. ORS.S. SCREWS - NATURAL CEDAR

STAIN FINISH (MIN. 2 COATS)

±

±

100

400

89 7 89 7 89 7 74 38 13

BLOWN CELLULOSEINSULATION (R50)

METAL ROOFING PANELS

ROOF JOISTS

EXTRUDED VINYL SIDING (CELECT)SCREWED TO WOOD FURRING

24 GA GALVALUME FLASHINGWITH DRIP-EDGE

1.5" RIGID INSUL. TOP OF BOARDS TOMATCH HEIGHT OF BLOWN CELLULOSE

ROOF TRUSS

1.5" WOOD FURRING

BUILDING PAPER

1x4 CEDAR PLANKS ANCHORED TO ROOF JOIST W/HOT-DIP GALV. OR S.S. SCREWS - NATURAL CEDAR

STAIN FINISH (MIN. 2 COATS)

HEAVY-GAUGE ALUMINUM ORSTAINLESS STEEL INSECT SCREEN.

1/4" mm CONTINUOUS SPACINGBETWEEN CEDAR PLANKS (TYP)

3.5" CELECT SOFFIT TRIM

WALL SHEATING

ROOF SHEATING

ROOFING MEMBRANE

2 6

2 6

P L A N

S E CT ION

SCALE: 1:5

1 ROOF SIDE VENT DETAIL (ALUMINUM LOUVRE) (TYP)A-251

SCALE: 1:5

5 ROOF DRAIN DETAIL (TYP)A-251

SCALE: 1:5

2 ROOF DETAILS - ROOF VENTA-251

SCALE: 1:5

4 SOFFIT DETAILA-251SCALE: 1:5

3 SOFFIT DETAILA-251

Page 13: A-211 SECOND FLOOR PLAN AND ROOF PLAN · PDF fileg e n e r a l n o t e s : • the contractor shall check and verify all ... 1,461 578 406 9,346 5,635 2,483 4,596 7 1,670 63 2,638

I M P O R T A N T N O T E :

THE CONTRACTOR SHALL NOT MAKE ANY CHANGESOR MODIFICATIONS WITHOUT ARCHITECT'S WRITTENCONSENT. THE CONTRACTOR ASSUMES FULL LEGALAND CONTRACTUAL LIABILITY FOR ANY UNAUTHORIZEDCHANGES. THE CONTRACTOR MAY BE REQUIRED TOCORRECT THEM AT HIS OWN COST.

A-252

PROJECT NO.:

DRAWN BY:

DATE:

CHECKED BY:

DRAWING NO.:

DRAWING NAME:

PROJECT NAME:

P.F.

ISSUED FORDATE

ARCHITECT'S SEAL:PROJECT NORTH:

TYPICAL WASHROOM DETAILS

3225 UPLANDS TRIPLEXES

G E N E R A L N O T E S :

• THE CONTRACTOR SHALL CHECK AND VERIFY ALLDIMENSIONS ON SITE AND REPORT ANYDISCREPANCIES TO THE ARCHITECT PRIOR TOMANUFACTURING OR CONSTRUCTION.

• DO NOT SCALE DRAWINGS.• ALL WORK SHALL COMPLY WITH THE LOCAL

BUILDING CODE AND THE REQUIREMENTS OF ALLAUTHORITIES HAVING JURISDICTION.

• THIS DRAWING SET IS THE EXCLUSIVE PROPERTY OFATELIER 292 ARCHITECT INC. COPYRIGHT RESERVED.

R.M.

atelier 292

INTERNAL REVIEW & COORDINATION

A R C H I T E C T INC.

2 9 2 m a i n s t r e e to t t a w a o n t a r i o k 1 s 1 e 1 c a n a d at e l: 6 1 3 / 2 3 1 . 2 2 4 5 f a x: 6 1 3 / 2 3 4 .3 1 7 6w w w . a t e l i e r 2 9 2 . c o m

1628

2016-11-11

2017-06-07

CONSULTANTS COORDINATION2017-08-11

ISSUED FOR BUILDING PERMIT2017-09-13

SHEET NAME:

DATE: PROJECT NUMBER:

PROJECT:

SHEET NUMBER:DRAWN BY: SCALE:CHECKED BY:RD PF

1343

2914 - 2924 MICHELE DR. DEVELOPMENT

BASEMENT SHOWER BASE DETAILS

ASK-07

2016-02-18

atelier 292 A R C H I T E C T I N C.

2 9 2 m a i n s t r e e to t t a w a o n t a r i o k 1 s 1 e 1 c a n a d at e l: 6 1 3 / 2 3 1 . 2 2 4 5 f a x: 6 1 3 / 2 3 4 .3 1 7 6w w w . a t e l i e r 2 9 2 . c o m 1:5

76

89 914

51±

100

FLOOR TILE FINISH

BONDED WATERPROOFMEMBRANE

WRAP MEMBRANE OVER CURB

BUILT-UP CURB: 2X4 LUMBERWITH 1/2" PLYWOOD SPACER

CONCRETE TOPPING

1/2" PLYWOOD SPACER SQUARE STAINLESS STEELOR BRASS GRATE SECUREDTO DRAIN BASE

DRAIN PIPE

EXTEND WATERPROOFMEMBRANE MIN. 3" ABOVEHEIGHT OF FINISHED CURB

WALL TILE FINISH

THIN-SET

WALL BOARD

SLOPED MORTAR BED

CAULK EDGES W/CLEAR SILICONE CAULKING

(FROM TOP TO BOTTOM):- 3/8" CERAMIC FLOOR TILE W/ 1/8" GROUT SPACING- ±3/8" THINSET MORTAR- BONDED WATERPROOF MEMBRANE TIED INTO DRAIN PIPE- SLOPED MORTAR BED- EXISTING CONCRETE SLAB

3% SLOPE

BEDROOMSHOWER

3% SLOPE

SCALE: 1:5

1 BASEMENT SHOWER DRAIN DETAILASK-07

NOTES1. ALL TILE GROUT SPACING SHALL BE SEALED WITH HIGH GRADE/STRENGTH GROUT SEALER.2. BONDED WATERPROOF MEMBRANES SHALL CONFORM TO ANSI A118.10 FOR LOAD BEARING, BONDED, WATERPROOF MEMBRANES FOR THIN-SET CERAMIC TILE INSTALLATION.3. ALL CAULKING SHALL BE CLEAR WATERPROOF SILICONE CAULKING W/ MOLD & FUNGAL RESISTANCE4. PROVIDE SHOP DRAWINGS FOR ALL MATERIALS.

SHEET NAME:

DATE: PROJECT NUMBER:

PROJECT:

SHEET NUMBER:DRAWN BY: SCALE:CHECKED BY:RD PF

1343

2914 - 2924 MICHELE DR. DEVELOPMENT

B-F SHOWER LINEAR DETAILS

ASK-08

2016-02-26

atelier 292 A R C H I T E C T I N C.

2 9 2 m a i n s t r e e to t t a w a o n t a r i o k 1 s 1 e 1 c a n a d at e l: 6 1 3 / 2 3 1 . 2 2 4 5 f a x: 6 1 3 / 2 3 4 .3 1 7 6w w w . a t e l i e r 2 9 2 . c o m 1:5, 1:2

51

±38

EXTEND WATERPROOFMEMBRANE MIN. 6" ABOVEHEIGHT OF DRAIN

WALL TILE FINISH

THIN-SET

WALL BOARD

CLERANCES AS RECOM'D BY MFRCLEARANCES AS RECOM'D BY MFR

LINEAR DRAIN

DRAIN PIPE

EDGE OF WALL

SCHLUTER RENO-RAMP ORAPPROVED EQUAL

B-F SHOWEREXTERIOR

±1.5% SLOPE

(FROM TOP TO BOTTOM):- 3/8" CERAMIC FLOOR TILE W/ 1/8" GROUT SPACING- ±3/8" THINSET MORTAR- WATERPROOF MEMBRANE AS RECOMMENDED BY MFR TIED INTO LINEAR DRAIN- SLOPED CONCRETE TOPPING- EXISTING PLYWOOD SHEATING

2ASK-08

51

SCHLUTER RENO-RAMP ORAPPROVED EQUAL

EXTEND WATERPROOFMEMBRANE BELOW RAMP

FLOOR TILE

THINSET

WATERPROOFMEMBRANE

FINISHED CONCRETE FLOOR

EDGE OF WALL

±1.5% SLOPE

SCALE: 1:5

1 B-F SHOWER DRAIN DETAILASK-08

SCALE: 1:2

2 SHLUTER RENO-RAMPASK-08

NOTES1. ALL TILE GROUT SPACING SHALL BE SEALED WITH HIGH GRADE/STRENGTH GROUT SEALER.2. WATERPROOF MEMBRANES SHALL CONFORM TO ANSI A118.10.3. WATERPROOF MEMBRANE SHALL BE COMPATIBLE WITH AND TIED INTO LINEAR DRAIN.4. ALL CAULKING SHALL BE CLEAR WATERPROOF SILICONE CAULKING W/ MOLD & FUNGAL RESISTANCE5. PROVIDE SHOP DRAWINGS FOR ALL MATERIALS.

SHEET NAME:

DATE: PROJECT NUMBER:

PROJECT:

SHEET NUMBER:DRAWN BY: SCALE:CHECKED BY:RD PF

1343

2914 - 2924 MICHELE DR. DEVELOPMENT

B-F SHOWER LINEAR DETAILS

ASK-08

2016-02-26

atelier 292 A R C H I T E C T I N C.

2 9 2 m a i n s t r e e to t t a w a o n t a r i o k 1 s 1 e 1 c a n a d at e l: 6 1 3 / 2 3 1 . 2 2 4 5 f a x: 6 1 3 / 2 3 4 .3 1 7 6w w w . a t e l i e r 2 9 2 . c o m 1:5, 1:2

51

±38

EXTEND WATERPROOFMEMBRANE MIN. 6" ABOVEHEIGHT OF DRAIN

WALL TILE FINISH

THIN-SET

WALL BOARD

CLERANCES AS RECOM'D BY MFRCLEARANCES AS RECOM'D BY MFR

LINEAR DRAIN

DRAIN PIPE

EDGE OF WALL

SCHLUTER RENO-RAMP ORAPPROVED EQUAL

B-F SHOWEREXTERIOR

±1.5% SLOPE

(FROM TOP TO BOTTOM):- 3/8" CERAMIC FLOOR TILE W/ 1/8" GROUT SPACING- ±3/8" THINSET MORTAR- WATERPROOF MEMBRANE AS RECOMMENDED BY MFR TIED INTO LINEAR DRAIN- SLOPED CONCRETE TOPPING- EXISTING PLYWOOD SHEATING

2ASK-08

51

SCHLUTER RENO-RAMP ORAPPROVED EQUAL

EXTEND WATERPROOFMEMBRANE BELOW RAMP

FLOOR TILE

THINSET

WATERPROOFMEMBRANE

FINISHED CONCRETE FLOOR

EDGE OF WALL

±1.5% SLOPE

SCALE: 1:5

1 B-F SHOWER DRAIN DETAILASK-08

SCALE: 1:2

2 SHLUTER RENO-RAMPASK-08

NOTES1. ALL TILE GROUT SPACING SHALL BE SEALED WITH HIGH GRADE/STRENGTH GROUT SEALER.2. WATERPROOF MEMBRANES SHALL CONFORM TO ANSI A118.10.3. WATERPROOF MEMBRANE SHALL BE COMPATIBLE WITH AND TIED INTO LINEAR DRAIN.4. ALL CAULKING SHALL BE CLEAR WATERPROOF SILICONE CAULKING W/ MOLD & FUNGAL RESISTANCE5. PROVIDE SHOP DRAWINGS FOR ALL MATERIALS.

SCALE: 1:5

1 BASEMENT SHOWER DETAILA-252

SCALE: 1:2

3 SCHLUTER RENO-RAMPA-252

SCALE: 1:5

2 ACCESSIBLE SHOWER DRAIN DETAILA-252

3A-252

Page 14: A-211 SECOND FLOOR PLAN AND ROOF PLAN · PDF fileg e n e r a l n o t e s : • the contractor shall check and verify all ... 1,461 578 406 9,346 5,635 2,483 4,596 7 1,670 63 2,638

I M P O R T A N T N O T E :

THE CONTRACTOR SHALL NOT MAKE ANY CHANGESOR MODIFICATIONS WITHOUT ARCHITECT'S WRITTENCONSENT. THE CONTRACTOR ASSUMES FULL LEGALAND CONTRACTUAL LIABILITY FOR ANY UNAUTHORIZEDCHANGES. THE CONTRACTOR MAY BE REQUIRED TOCORRECT THEM AT HIS OWN COST.

A-260

PROJECT NO.:

DRAWN BY:

DATE:

CHECKED BY:

DRAWING NO.:

DRAWING NAME:

PROJECT NAME:

P.F.

ISSUED FORDATE

ARCHITECT'S SEAL:PROJECT NORTH:

TYPICAL INTERIOR ELEVATIONS

3225 UPLANDS TRIPLEXES

G E N E R A L N O T E S :

• THE CONTRACTOR SHALL CHECK AND VERIFY ALLDIMENSIONS ON SITE AND REPORT ANYDISCREPANCIES TO THE ARCHITECT PRIOR TOMANUFACTURING OR CONSTRUCTION.

• DO NOT SCALE DRAWINGS.• ALL WORK SHALL COMPLY WITH THE LOCAL

BUILDING CODE AND THE REQUIREMENTS OF ALLAUTHORITIES HAVING JURISDICTION.

• THIS DRAWING SET IS THE EXCLUSIVE PROPERTY OFATELIER 292 ARCHITECT INC. COPYRIGHT RESERVED.

R.M.

atelier 292

INTERNAL REVIEW & COORDINATION

A R C H I T E C T INC.

2 9 2 m a i n s t r e e to t t a w a o n t a r i o k 1 s 1 e 1 c a n a d at e l: 6 1 3 / 2 3 1 . 2 2 4 5 f a x: 6 1 3 / 2 3 4 .3 1 7 6w w w . a t e l i e r 2 9 2 . c o m

1628

2016-11-11

2017-06-07

CONSULTANTS COORDINATION2017-08-11

ISSUED FOR BUILDING PERMIT2017-09-13

1'-6" 2'-8" 1'-0" 2'-4" 4"

2'-10

"6"

1'-8

"2'

-6"

6"

8'-0

"

2'-6" 11 3/4" 11 3/4"

14

1

4

65

19

2

9

8

3

1'-10 1/2" 3 1/2" 1'-5 3/4" 2'-0" 1'-5 3/4" 1 1/4" 2'-6" 1 1/4"

6'-2

"1'

-4"

6"

2'-10

"6"

1'-8

"2'

-6"

6"

8'-0

"

11 3/4" 11 3/4" 1'-8 1/4" 2'-0" 1'-6" 2'-8"

14 7

1

108

221

9

3

4

153

446

318

762

762

28

1

5

8

9

7

470

860

140

800

4

2

8

5

2

3

7

6

1

150

20

9

2% SLOPE

8001,

000

860

625

1,21

9

455

762

1,219

6

11

6

5

3

15

4 2

8

22

13

508

914

4

21

25

8 3

1,188

11

3

241

21

25

4

9

8

11

24

14

13

24

11

13

14

479

914

8

1

421

25

3

9

11

8

24

1

27

9

SCALE: 1:20

1 KITCHEN ELEVATIONA-260 SCALE: 1:20

2 KITCHEN ELEVATIONA-260

SCALE: 1:20

3 BATHROOM ELEVATIONA-260 SCALE: 1:20

4 BATHROOM ELEVATIONA-260 SCALE: 1:20

5 BATHROOM ELEVATIONA-260

SCALE: 1:20

6 BATHROOM ELEVATIONA-260 SCALE: 1:20

7 BATHROOM ELEVATIONA-260 SCALE: 1:20

8 BATHROOM ELEVATIONA-260

SCALE: 1:20

9 BATHROOM ELEVATIONA-260

SCALE: 1:20

11 BATHROOM ELEVATIONA-260

SCALE: 1:20

10 BATHROOM ELEVATIONA-260