A-211 SECOND FLOOR PLAN AND ROOF PLAN · PDF fileg e n e r a l n o t e s : • the...
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![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](https://reader031.fdocuments.net/reader031/viewer/2022030420/5aa70f8f7f8b9a294b8b9ab1/html5/thumbnails/1.jpg)
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
879
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](https://reader031.fdocuments.net/reader031/viewer/2022030420/5aa70f8f7f8b9a294b8b9ab1/html5/thumbnails/2.jpg)
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](https://reader031.fdocuments.net/reader031/viewer/2022030420/5aa70f8f7f8b9a294b8b9ab1/html5/thumbnails/3.jpg)
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](https://reader031.fdocuments.net/reader031/viewer/2022030420/5aa70f8f7f8b9a294b8b9ab1/html5/thumbnails/4.jpg)
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](https://reader031.fdocuments.net/reader031/viewer/2022030420/5aa70f8f7f8b9a294b8b9ab1/html5/thumbnails/5.jpg)
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](https://reader031.fdocuments.net/reader031/viewer/2022030420/5aa70f8f7f8b9a294b8b9ab1/html5/thumbnails/6.jpg)
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](https://reader031.fdocuments.net/reader031/viewer/2022030420/5aa70f8f7f8b9a294b8b9ab1/html5/thumbnails/7.jpg)
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](https://reader031.fdocuments.net/reader031/viewer/2022030420/5aa70f8f7f8b9a294b8b9ab1/html5/thumbnails/8.jpg)
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](https://reader031.fdocuments.net/reader031/viewer/2022030420/5aa70f8f7f8b9a294b8b9ab1/html5/thumbnails/9.jpg)
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:
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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](https://reader031.fdocuments.net/reader031/viewer/2022030420/5aa70f8f7f8b9a294b8b9ab1/html5/thumbnails/11.jpg)
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](https://reader031.fdocuments.net/reader031/viewer/2022030420/5aa70f8f7f8b9a294b8b9ab1/html5/thumbnails/12.jpg)
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](https://reader031.fdocuments.net/reader031/viewer/2022030420/5aa70f8f7f8b9a294b8b9ab1/html5/thumbnails/13.jpg)
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
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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